HomeMy WebLinkAboutGLACIER D1 MODEL NOT FOR CONSTRUCTION 2021A 1
B 1
C 1
D 1 3'-0" X 3'-4"DOUBLEHUNG
E
2'-6" x 3'-4"DOUBLEHUNG 8'-0"
3'-0" x 3'-4"DOUBLEHUNG 6'-8"
3'-0" x 5'-0"DOUBLEHUNG 6'-8"TEMPERED
1 2'-6" X 3'-4"DOUBLEHUNG 6'-8"
6'-8"
36.6 SQ. FT
7.77 SQ. FT
6.66 SQ. FT
8 SQ. FT
6.66 SQ. FT
TOTAL 95.69 SQ. FT
F 2 3'-0" X 5'-0"DOUBLEHUNG 6'-8"30 SQ. FTEGRESS
G 2 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FT---
H 1 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FT---
J 1 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FT---
K 1 2'-6" X 3'-4"DOUBLEHUNG 6'-8"8 SQ. FTTEMPERED
L 1 3'-0" X 5'-0"DOUBLEHUNG 6'-8"15 SQ. FTEGRESS25'-
0"
AA15'-
0"HOT WATER
HEATER
A
A
6
7
5
3
RECESSED MED
CAB SLOPED
FLOOR
DOWN 15'-
0"
26'-
0"
4
1 2 81'-6"
3'-0"3'-6"2'-6"4'-6"
3'-0"3'-0"7'-6"
2'-6"
EQ.
2'-
6"3"
2'-6"
EQ.2'-
11 3/4"3'-
0"BB BB ROOF
BELOW ON DEMAND -WATER HEATER 2'-
0"3'-
0"
2'-6"
1'-
6"
3'-
0"
MODEL
D1
THE
GLACIER 6'-
0"
3'-0"6'-0"3'-6 1/2"2'-6"J HK F E
F G
B L D A
C 9 6'-0"4'-
6"5'-0"G 3'-
6"2'-6"
3' 3
2'-
6"3'-
3 1/4"2'-
6"AREA CALCS NEW WALKWAY:___SQ. FT.BUILDING
OVERHANG:865
SQ. FT.
TOTAL IMPERVIOUS
SURFACE:___ SQ. FT.TOTAL
IMPERVIOUS SURFACE SHEET
INDEX HEIGHT 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: 1,055 SQ. FT.
PORCH: 55
SQ. FT.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
10" SQ.
CASED
POST PER
DETAIL PORCH
APPROVED ALTERNATE _____________________________________________________________________________
APPROVED ALTERNATE _____________________________________________________________________________UPPER SIDING HORIZONTAL LAP
SIDING W 5" EXPOSURE
SHINGLES (WEAVE CORNERS)HEIGHT ROOF
PITCH 4:12 AS SHOWN
CONSTRUCTION OPTIONS ROOFING ROOF CONSTRUCTION
PAINT COLORS:ENTRY DOOR:PROVIDE
COLOR INFORMATION (MANUFACTURER & COLOR
NUMBER) PROVIDE DOOR SPEC SHEET 5:
12 ROOF PITCH (ALTERNATE)6:12 ROOF PITCH (ALTERNATE)
COMPOSITION ROOFING, COLOR TO BE _______________________________________________________________METAL ROOFING, COLOR TO BE ______________________________________________________________________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 ROOF
PITCH:
5:12 RIDGE HEIGTH:23'-
4"ROOF PITCH:
6:12 RIDGE HEIGTH:24'-
0"ROOF PITCH:4:12
RIDGE HEIGTH:22'-8"VENT
OUT LOWER
ROOF 36" HIGH WALL
1 1/2"
DIA HANDRAIL 34" ABOVE
NOSING 13 RISERS @
7.7" 12 TREADS @
10.5" EXHAUST FAN - SEE MECH NOTES
PLAN LEGEND INTERIOR
LOAD BEARING
WALLS - NO
CHANGES ALLOWED SMOKE
DETECTOR ANDCARBONMONOXIDEALARM - 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 ROOF1 1/2" DIA
HANDRAIL 34" ABOVE NOSING
36" HIGH
RAILING MAX 4" SPACING BETWEEN MEMBERS
3) STEPS
DOWN
22" X 30" ATTIC ACCESS HATCH PER R807
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 WINDOW
SCHEDULE
SCHEDULES KEY QUANT R.O. SIZE TYPE NOTESHDR
AREA
NA
6'-0" x 6'-8"INTDOUBLE
BIFOLD
2'-
6"
X
6'-
8"INT PASSAGE KEY HAND SIZE TYPE
NOTES DOOR SCHEDULE 1 6'-0" X6'-
8"EXT. FRENCH 2 3 2'-6" X 6'-8"INT PASSAGE 4 5 2'-
6" x 6'-8"INT
PASSAGE6 RH NA LH LH RH 2'-
6" X
6'-8"
INT POCKET 7 2'-6" X 6'-8"INT
PASSAGERH SEE ENERGY NOTES, SHEET 3, FOR REQUIRED U-VALUES. ALL WNDWS TO
BE NFC CERTIFIED VERIFY OPENING WITH EXTERIOR ELEVATIONS 2'-6" X 6'-8"INT PASSAGE
OPTIONAL POCKET 8 LH NA 5'-0" x 6'-8"INT DOUBLE BIFOLD9
D1. GLACIERVERIFY 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
SURFACESAREWITHIN
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 OF 4 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
STAIRS
2'-
6"6"
14'-3"
14'-3"3'x3'SHOWER UP GREAT ROOM"BATH REF DW 30" SINK 30"STOVE BEDROOM
CLOSETW/DPORCH SCALE 1/4" = 1'-0"D1. LOWER FLOOR PLAN 5' TUB/SHOWER CLOSETBEDROOM 1
BEDROOM 2 BATH SCALE 1/4" = 1'-0"D1. UPPER FLOOR PLAN ROOF BELOW CLOSET KITCHEN 15'-0"26'-0"10'-0"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 ASALLCHANGESCOMPLY
WITH
APPLICABLE CODES. FINISH
FLOOR TO BE
MAX 3/4" THICK .
GRADE
ATCARRIAGE
HOUSEUNITS
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.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
INSPECTOR: SEE SHEET 3 FOR REQUIRED ENERGY CREDITS
FOR 2021 WASHINGTON STATE ENERGY CODE - RESIDENTIAL
STOVE HOOD - VENT
DIRECTLY TO
EXTERIOR WALL OR
PREFERABLY THRU
THE ROOF
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
WNDW HDR
SECOND FLR
LOWER FLR SUB6'-
8"
4
12 2'-
6"8" CASED
POST
UNO
4
5
4
7
4
6 D1.
ELEV SCALE 1/4" = 1'-
0"D1.
ELEV SCALE 1/4" = 1'-
0"D1.
ELEV SCALE 1/4" = 1'-
0"D1.
ELEV SCALE 1/4" = 1'-
0"D1. SECTION
AA SCALE 1/4" = 1'-
0"D1. SECTION
BB SCALE 1/4" = 1'-
0"WNDW
HDR SECOND
FLR LOWER FLR
SUB6'-
8"
4 12
2'-6"LOWER
FLR SUB SUB FLR-
SECND
FLR
4 12
2'-
6"
4 12 MIN 24" X
18" CRAWL SPACE ACCESS -
GRAY COLOR-PROVIDE METAL
WIINDOW WELL-MIN 36" X 36"
FOR ACCESS CONT
RIDGE
VENT COMPOSITION ROOFING
0R TO MATCH
EXISTING
HOUSE
1 4 LOWER
FLR SUB SUB FLR-
SECND
FLR
4 12
2'-
6"
4 12 10"
CASED COLUMNS HORIZONTAL
SIDING W/PAINTED METAL CORNERS U.
N.
O COMPOSITION ROOFING
0R TO MATCH
EXISTING HOUSE HORIZONTAL
SIDING W/PAINTED METAL CORNERS U.
N.O 5/4 X 8
TRIM CONTINUOUS 5/4 X 5
SIDE CASING 5/4 X 6
TOP CASING BEVEL SILL W/ 5/4 X 4
APRON
TYP
4 6
2X4 BEVELED BELLY
BAND W/5/
4X4
APRON UNDER4 CONT
RIDGE VENT
8'-1
1/2"WNDW
HDR
SECOND
FLR LOWER
FLR
SUB
12"8'-
1 3/8"6'-8"4 12
2'-6"OPEN CLOSET 8'-0"13 Risers
@7.
70” =
9’-
0”
12
Treads @ 10 1/
2" =
10'
6"
STAIR/
HALLBATHROOM
4
1
4
12 4'-7
1/4"4 4
4 7
4 5
4 6
CONT
RIDGE VENT
6 MIL
V.B.CRAWL
SPACE6'-8"(
1) STEP TO
LANDING
KITCHEN
1/2" GYP
BD
8'-1 1/2"TYP WNDW
HDR SECOND FLR LOWER FLR SUB 12"
8'-1 3/8"
6'-8"4 12
2'-6"
4 1 22'-8"PREMANUFACTURED
TRUSSES @ 24" O.C.
1/
2"
SHEATHING W/
R49 FIBERGLASS
INSULATION 1" BAFFLE AS
NEEDED 6
MIL
V.B.
CRAWL SPACE OPTIONAL 5:
12
PITCH
ROOF
OPTIONAL 6:
12 PITCH
ROOF GREAT ROOM BEDROOM
HALL
3'-
0"3'-
0"1/
2" GYP
BD UNDER
STAIRS WALLS BOXED
HEADER AT RIM- SEE STRUCTURAL
DETIAIL 4 12 2'-
6"O.H.OPTION
5:12 PITCH 1 4 2'-
6"O.
H.ROOFJACKROOF
JACK D1.
GLACIER2 OF 4 MIN 24" X 18" CRAWL SPACE ACCESS - GRAY COLOR-PROVIDE METAL WIINDOW WELL-MIN 36" X
36" FOR ACCESS 5'-0"2'-6"11'-3"13'-9"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 3STEPSINANY
FLIGHT
OF STAIRS. PROVIDE
1 1/2"
DIA HANDRAIL, 34" ABOVE
NOSING,
RETURN
TO
R60
R30 FIBERGLASS
INSULATION
R30 FIBERGLASS
INSULATION
10 MIL V.B.
10 MIL V.B.
D1. GLACIER3 OF
4 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
DATE:
DRN:
REV:3/18/22jillsousaarchitect2815
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 (2018 WSEC)
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 LINE BETWEEN BUILDINGS
PROVIDE:EXTERIOR:
1/2" DENSSHIELD OR 5/8" TYPE 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 WALL IS CLOSER THAN 5' FROM FIRE-SEPARATION LINE.
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
PROVIDE:
TOTAL NFA VENTING: 914 SQ IN
CONTINUOUS RIDGE VENTING: TOTAL 11 LIN FEET.
11 LIN FEET X 16 SQ. INCH PER FOOT = 176 SQ. IN
COMPLIES WITH 1:150 RULE
2 6
2 6
TYP EAVE
SCALE 1 1/2"= 1-'0"1
2'-6" O.H.
12
6
1'-3 1/2" HEEL5/4 X 8 CONT TRIM,
ALIGN WI/PORCH BEAM 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 DETAIL1,
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 STRUCTURAL 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 AND ONE LAYER 5/8" TYPE X
GYP BOARD ON INSIDE -SEE
ONE-HOUR
RATING NOTES
2
6
2 6 12 5 13" HEEL5/
4 X 6 TOP CASING SOFFIT VENTING TO BE
2" CONTINUOUS ALUMINUM SOFFIT VENT= 9 SQ. IN/LIN FT PROVIDE 82 LIN FT
X 9 = 738 SQ.
IN 5:12 OPTIONAL PITCH HEEL TO
BE 1' 1 1/2")2 1/
2"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 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 TOGRADE
SEE
STRUCUTRAL FOR RIM JOIST
SIZE A&
ATTACVHMENT 4
8 porch FRAMING
10" COLUMN 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 POSTBASE
PER STRUCUTRAL CONC FOOTING PER STRUCTURAL
SLD BLKNG 4X4 POST
CONT TO
FTG 1/2 X 2
BASE porch ROOF SCALE 1
1/2"= 1-'0"
5
4X4 POST-
CASED PER DETAIL 6 BELOW, W/ SOLD
BLKNG
CASED
BEAM
5/
4 X8 CONT TRIM 1 1/2" COVE, MITERED 2X4 CAP- BEVELED TOP CAULK porch
POST SCALE 1 1/2"= 1-'0"6 12 5 10"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.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
187 SQ. IN UPPER ROOF VENTING TO BE 40% -
50% OF TOTAL) PREMAUNFACTUREED TRUSSES PORCH ROOF TOTAL NFA VENTING: 415 SQ IN COMPLIES
WITH 1:150 RULE SOFFIT VENTING TO BE 2" CONTINUOUS ALUMINUM
SOFFIT VENT= 9 SQ. IN/
LIN FT PROVIDE 35 LIN FT X
9 = 315 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)
2) ROOF JACKS @ 50 SQ.
INCH
EA = 100
SQ. IN 4 4 1X10 -ALTERNATIING SLD BLKG 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
GROUNDCONTACT. FOUNDATIONVENTS
SHALL
NOT INTERFERE WITH
DIRECT LOAD PATH
OF COLUMNS ABOVE, OR
HOLDDOWNS
AS
REQUIRED
FOR SHEAR SUPPORT D1. GLACIER4 OF 4 DATE:DRN:REV:
318/22jill sousaarchitect2815 N. Lawrence
Tacoma, WA 98407 tele: 253.468.9662 jill@jillsousaarchtect.
R60
R20
SEE WOOD FRAME ASSEMBLY OPTION 1 ON SHEET 3
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
SEE WOOD FRAME ASSEMBLY OPTION 1 ON SHEET 3
10 MIL V.B.
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)
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.
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 DOCUMENT
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 WIT
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 WITHOU
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 DETAIL
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 PLAC
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 7
* *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.
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
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
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.
4/10/2024
PT
2018
4/10/2024
PT
4x4
POST
W/CCBSQ44-
SDS2POST BASEANDEPC4Z
POST CAP(
2)
LOCATIONS2'-6"
x2'-
6"
x1'-
0"
CONC
FOOTINGW/ (3) #
2021
4/10/2024
4/10/2024
SEE PLAN
NOTE #
12x12
@
16"
OC2x12@
16" OCPT
2x8@
16"
OCPT
4x8PT
4x8PT
4x8
3S84S85S8HD
2021
4/10/2024
4/10/2024
SEE PLAN
NOTE #12x10
@
12"
OCPRE-
ENGINEEREDTRUSSES
@
24"
OCPT4x8PT
4x10(2) 2x10(2) 2x102S8PRE-ENGINEEREDTRUSSES @
24"
OCGIRDER
TRUSSOPEN
AT
STAIRDOUBLE
JOISTSIMPSONHUS210-
2(
2) 2x12
4/10/2024
4/10/2024
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.
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
2021
SIMPSON SDS25500
SCREW @ 8" OC TYP
2) 2x12
GIRDER TRUSS
GIRDER TRUSS
HIPTRUSSHIPTRUSSSEE
PLAN
NOTE #
1HIP
TRUSSH
I
2021
4/10/2024
4 CONT@12"
OC (DBLBARS
AT TOP &
BOT)LAP
2'-0" AS
PT TREADS AND
STAIR CARRIAGE,
TYP
2
"
MI
N
2'-6"
H1.81Z
4/10/2024
B/
FTGSEE STRUCTNOTES
FORCOVERMATCH
FTGBOT
REINFb1.
5HMINH
2'-
0"
MAX
LTYPDMINSTEEP
AS
POSSIBLE1.5HMIN1 8"
H D MIN
D FTGTHK
SECTIONELEVATIONFTG
REINF
TO
BE CONT3xD
OR
6" CLR(WHICHEVERIS
GREATER)
MIN
BTWN ADJ
PIPE SLEEVESLbOPTIONALCONST
JTFTG PER
PLANNOTES:1.
PIPE
MUST
RUNPERPENDICULAR
(Lbt)
5"
6"
8"
9"
11"
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.1
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"
4/10/2024
4/10/2024
SHEARWALLSCHEDULESCALE:
NTS111.2.
3.
4.
5.
6.
7.8.
FLOOR JOISTS
BOLT
TR PER 2/S11, TYPSSTB BOLT PER 2/S11, TYP
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
DIA
MIN
EMBED
5/8"21"
-25"
TR CONCRETE EMBED
STEM WALL
SSTB BOLTS AT STEMWALL
AND FOOTING (NOTE 5)
12 1 SSTB24
-1 SSTB28 5/S11
4/10/2024
4/10/2024