HomeMy WebLinkAboutBAKER B2 MODEL NOT FOR CONSTRUCTION 2021TANKLESS
HOT WATER
HEATER
6'
-
0
1
/
2
"
A
2
BCC
1
3
4
4'
-
8
1
/
2
"
4'
-
3
"
8'
-
7
"
4
1
/
2
"
6'
-
0
1
/
2
"
2'-1"2'-4"
6'-0"12'-0"8'-0"
5'
-
0
"
3'-0"3'-0"
HEATPUMP
CONDENSOR
5'-1 7/8"
E
D
E
4'
-
1
0
"
3'
-
0
"
4"
3'
-
0
"
4'
-
1
0
"
A
A
B
B
11'-5 3/8"
26'-0"
16
'
7'
-
4
"
F
3'
-
1
1
1
/
2
"
3'
-
8
1
/
2
"
HEATPUMP
HEAD
MODEL B2 THE BAKER
B2
.
B
A
K
E
R
WINDOW SCHEDULE
SCHEDULES
DOOR SCHEDULE
4'-0" X 6'-8"INT DOUBLE BIFOLD
KEY HAND SIZE TYPE NOTES
1 3'-O" X 6'-8"EXT. ENTRY
2
3 2' 6" X 6'-8"INT PASSAGE
4
RH
LH
LH
NA
2'-6" X 6'-8"INT PASSAGE
KEY QUANT R.O. SIZE TYPE
A 1
B 1
C 2
D 1 2'-4" X 3'-4"DOUBLEHUNG
E
3'-0" x 4'-4"DOUBLEHUNG
NOTESHDR
7'-6"
TEMPERED
2'-6" x 3'-4"DOUBLEHUNG 6'-8"
3'-0" x 5'-0"DOUBLEHUNG 6'-8"EGRESS
2 3'-0" X 5'-6"DOUBLEHUNG 7'-6"
6'-8"
AREA
7.8 SQ. FT
8.3 SQ. FT
14 SQ. FT.
30 SQ. FT
36 SQ. FT
F 1 2'-8" X 2'-4"AWNING SEE ELEV 7.8 SQ. FTTEMPERED
TOTAL 103.9 SQ. FT
SEE ENERGY NOTES, SHEET 1, FOR REQUIRED U-VALUES. ALL WNDWS TO BE NFC CERTIFIED
VERIFY OPENING WITH EXTERIOR ELEVATIONS
5'-11 1/4"2'-6"7'-3 3/4"3'-0"4"3'-0"3'-11 1/4"
6'
-
4
"
3'
-
4
"
6'
-
4
"
SHIPS LADDER WITH MIN 20" CLEAR WIDTH,
TREAD DEPTH NO LESS THAN 5" AND TEH
TREAD PROJECTION, INCLUDING THE NOSING
PROJECTION, IS NOT LESS THAN 8 1/2."
RISER HEIGHT SHALL NOT BE MORE THAN 9
1/2". HANDRAILS ON BOTH SIDES, BETWEEN
30" AND 34" HIGH. SEE R311.7.12
LADDER NOTE:
LADDER UP
TO LOFT- SEE
NOTE BELOW
SMOKE DETECTOR AND CARBON
MONOXIDE ALARM - HARDWIRED
W/ BATTERY BACKUP- SMOKE
DETECTOR TO BE LOCATED IN
HIGHEST PART OF CEILING
EXHAUST FAN - SEE MECH NOTES
PLAN LEGEND
INTERIOR LOAD BEARING WALLS -
NO CHANGES ALLOWED
VENT TO WALL
VENT TO ROOF
THROGUH STORAGE
APPROVED ALTERNATE _____________________________________________________________________________
AREA CALCS
NEW ADU :418 SQ. FT.
TOTAL BUILDING AREA:478 SQ. FT.
NEW PORCH 60 SQ. FT.
NEW WALKWAY:___SQ. FT.
BUILDING OVERHANG:532 SQ. FT.
TOTAL IMPERVIOUS SURFACE:___ SQ. FT.
TOTAL IMPERVIOUS SURFACE
SHEET INDEX
HEIGHT
ROOF PITCH:3:12
RIDGE HEIGHT:16'-7"
BUILDING AREA
MIN. EXISTING HOUSE REQUIRED
(TO MEET 75% MAXIMUM)557 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
SKYLIGHTS BETWEEN TRUSSES OR RAFTERS: OPENINGS CANNOT BE LARGER THAN REQUIRED TO FIT
BETWEEN STRUCTRAL COMPONENTS AS REQUIRED IN FRAMING PLANS, WITHOUT ALTERATION.
LOWER SIDING
HORIZONTAL LAP SIDING W 5" EXPOSURE
SHINGLES (WEAVE CORNERS)
CONSTRUCTION OPTIONS
FINISHES
ROOFING
10 SQ. POST PER DETAIL ____
PORCH
ROOF CONSTRUCTION
PAINT COLORS:
ENTRY DOOR:PROVIDE DOOR SPEC SHEET
APPROVED 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
10 SQ. POST, WITH BRICK OR CULTURED STONE PIER
PROVIDE COLOR INFORMATION (MANUFACTURER & COLOR NUMBER)
3' WIDE
ACCESS PANEL
1 OF 4
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.
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
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.
5'
-
0
"
SINKDW STOVE
W/D3'X3'
SHOWER
LOFT
ABOVE
SCALE 1/4"= 1'-0"
B2. FLOOR PLAN
"GREAT ROOM"
BEDROOM
LADDER DOWN
SCALE 1/4" = 1'-0"
B2. LOFT PLAN
"GREAT ROOM"PLAY LOFT
STORAGE 36" HIGH WAL
OR RAILING
OPEN TO
BELOW
ROOF BELOW
30"
REF
36" HIGH WAL
OR RAILING
26'-0"
16
'
ENTRY
PORCH
GENERAL NOTES
INTERNATIONAL RESIDENTIAL CODE, WITH THE ASSOCIATED MECHANICAL AND PLUMBING SECTIONS, 2018 EDITION, THE 2018 INTERNATIONAL FIRE
CODE AND THE 2018 WSEC AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION TO BE FOLLOWED.
ALL BUILDING SITES TO BE LEVEL, MAXIMUM 2% SLOPE, OR TO BE MADE LEVEL BY MEANS OF RETAINING STRUCTURE INDEPENDENT OF THE BUILDING
STRUCTURE. LANDSCAPE RETAINING WALLS TO BE MAX 4' HIGH, UNSUPPORTED. IF RETAINING WALLS MORE THAN 4' TALL ARE NEEDED THEY WOULD NEED
TO BE ENGINEERED SEPARATELY. FINAL GRADE AT PORCHES AND OTHER EXTERIOR DOORS TO BE AS SHOWN ON PLANS, WITH MAX THREE STEPS DOWN.
ALL DOORS NOT DIMENSIONED SHALL BE LOCATED MIN 3 1/2" FROM PERPENDICULAR STUD WALL
INTERIOR DIMENSIONS ARE TO OUTSIDE OF GYP BD SURFACE. EXTERIOR DIMENSIONS ARE TO STUDS.
APPROVED PLANS SHOULD BE ON-SITE AT ALL TIME AND CANNOT BE ALTERED WITHOUT THE AUTHORIZATION OF THE BUILDING OFFICIAL.
CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATION ON SITE OF TEMPORARY POWER, SANITARY CAN, AND OTHER CONSTRUCTION RELATED
EQUIPMENT. STORAGE OF MATERIALS, GARBAGE DISPOSAL AND WORK HOURS TO BE DISCUSSED WITH OWNER.
PROVIDE ALL COMPLIANCE INFORMATION FOR INSULATION INSTALLED, MECHANICAL SYSTEM PRODUCT LITERATURE, AND WINDOWS AND DOOR
COMPLIANCE INFORMATION, AND ANY OTHER INFORMATION REQUIRED BY WSEC OR IRC THAT NEEDS DOCUMENTATION.
EXTERIOR WALLS TO BE 2X6 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE, INTERIOR WALLS TO BE 2X4 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE
PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED.
CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND REQUIREMENTS FOR EQUIPMENT SELECTED BY OWNERS.
DIMENSION FOR WIINDOWS ARE ROUGH-OPENINGS, DIMENSIONS FOR DOORS ARE FOR NOMINAL DOOR SIZE, NOT ROUGH-OPENING. ALL ROUGH
OPENINGS TO BE VERIFIED WITH OWNER FOR ACTUAL MANUFACTURERS REQUIREMENTS.
DO NOT SCALE DRAWINGS. ALL DIMENSIONS TO BE FIELD VERIFIED.
PROVIDE PERFORATED DRAINAGE FOOTING PIPES PER FOUNDATION PLAN - TIGHTLINE TO DAYLIGHT, DIRECT AWAY FROM ADJACENT STRUCTURES,
EITHER ON SUBJECT LOT, OR ADJACENT LOTS. DOWNSPOUTS TO HAVE SPLASH BLOCKS- ROUTE DRAINAGE AWAY FROM THE BUILDING FOUNDATION AS
WELL AS ANY ADJACENT STRUCTURES.
ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. FOOTINGS NOT TO BE PLACED ON FILL. PROVIDE
FREE-DRAINING FILL AND SLOPE GRADE 1% AWAY FROM BUILDING FOUNDATION. BACKFILL TO BE FIRMLY COMPACTED.
NO CHANGES TO DRAWINGS TO BE MADE THAT IMPACT THE STRUCTURAL SYSTEMS INCLUDING:
NO CHANGES TO EXTERIOR WALLS DIMENSIONS, INCLUDING OPENING SIZES AND LOCATION
NO CHANGES TO FLOOR OR ROOF FRAMING EXCEPT AS ALLOWED IN STRUCTURAL NOTES.
NO CHANGES ALLOWED IN INTERIOR BEARING WALLS, IF INDICATED ON PLANS.
CHANGES TO DRAWINGS ALLOWED OUTRIGHT:
INTERIOR FINISHES, CABINETRY LAYOUT, PLUMBING AND ELECTRICAL LAYOUTS AS LONG AS
ALL CHANGES COMPLY WITH APPLICABLE CODES. FINISH FLOOR TO BE MAX 3/4" THICK .
GRADE AT CARRIAGE HOUSE UNITS CAN VARY. THE DIFFERENCE BETWEEN GRADE AT THE VEHICULAR DOOR OPENING AND THE OPPOSITE SIDE OF THE
STRUCTURE SHALL NOT CREATE A RETAINING WALL WITH MORE THAN 4 FEET OF UNSUPPORTED FILL.
DATE:
DRN:
REV:
8/15/21
ji
l
l
s
o
u
s
a
a
r
c
h
it
e
c
t
28
1
5
N
.
L
a
w
r
e
n
c
e
T
a
c
o
m
a
,
W
A
9
8
4
0
7
tel
e
:
2
5
3
.
4
6
8
.
9
6
6
2
ji
l
l
@
j
i
l
l
s
o
u
s
a
a
r
c
h
t
e
c
t
.
c
o
m
JFS
RE
N
T
O
N
A
D
U
s
REGISTERED
ARCHITECT
Jill Fuerstneau Sousa
STATE OF WASHINGTON
NOT VALID UNLESS SIGNED
7155
PERMIT
SET
REVIEWED
BUILDING DIVISION
By: Rick Lee
Date: 06/08/2022
THIS SET OF REVIEWED PLANS INCLUDE BOTH THE SUBMITTED
DESIGN AND ADDITIONAL CODE REQUIREMENTS MARKED IN RED.
PLANS MUST BE MADE AVAILALE ON THE JOB AT ALL TIMES
DURING CONSTRUCTION. THIS BUILDING / PROJECT IS NOT TO BE
OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON
BUILDING DIVISION
INSPECTOR: SEE SHEET 3 FOR REQUIRED ENERGY CREDITS
FOR 2021 WASHINGTON STATE ENERGY CODE - RESIDENTIAL