HomeMy WebLinkAbout16013 Sq1, Crowel,Nguyen Residence ADU, 756 Orcas Ave NE, Site Plan.rvt - Sheet_ ADU-CUP1 - Conditional Use Site plan1 2
A
B
BSBL
7'-6"BSBL25'-0"0° 17' 31"178.67'NE0° 17' 31"178.37'SW87° 33' 16"
150.12'
N W
BSBL
30'-0"BSBL30'-0"525520ORCAS AVE NE3 .7%
L O T S L OPE
EXISTING GRADE
OUTLINE OF
PROPOSED ROOF
PROPOSED ADU
GARAGE
OUTLINE OF
PROPOSED
FOOTPRINT
87° 26' 25"
150.14'
S E
ACCESS & UTIL ESMNT
30'-0"
74'-6 1/2"38'-6"37'-0"131'-8 1/2"33'-6"13'-5 1/2"22'-0"523521523 525521
ESMNT
5'-0"10'-0"17'-1 1/2"
BUILDING PERMIT #B16003589
1" = 30'-0"
Conditional
Use Site plan
16013
2016/06/28
CROWL /
NGUYEN
ADU
ADU-CUP1
No.DateN0'15'30'90'
H/CGRASS
LANDSCAPE NOTES:
MULCH
SMALL TO MEDIUM 1-1/2" DIAMETER FLOWERING
TREES/SHRUBS, TYP. CHERRY, CRABAPPLE,
PEAR, RHODODENDRONS,PACIFIC DOGWOOD,
ETC...
DAFFODIL, IRIS, FERN,
ETC...
6' TALL 2" WHITE PINES
MEDIUM TO LOW SHRUB, TYP.
DAPHNE, EVERGREEN AZALEA, AGAPANITITUS,
NANDIA, SCHIPKENA, LAURAL, SKIRNEREA, ETC...525ORCAS AVE NE3 .7%
L O T S L OPE
523521523 525521
1" = 30'-0"
LANDSCAPE
PLAN
16013
2016/06/28
CROWL /
NGUYEN
ADU
ADU-LP
PROJECT ADDRESS:
756 ORCAS AVE NE
RENTON, WA 98059
PARCEL # 1123059039
LEGAL DESCRIPTION:
BEG AT PT 30 FT S & S 87-26-25 E
330.26 FT FR NW COR OF NW 1/4
OF SW 1/4 TH CONTG S 87-26-25
E 150.12 FT TH S 00-17-34 W
298.37 FT TH N 87-33-16 W
150.12 FT TH N 00-17-34 E
298.67 FT TO BEG LESS C/M RGTS
LESS N 120 FT THOF
DESIGNER:
MONSEF DONOGH DESIGN GROUP
2806 NE SUNSET BLVD STE F
RENTON, WA 98270
CONTACT:
PHONE:
EMAIL:
PAUL MONSEF
(206) 612-8647
paul@monsefdesign.com
N0'15'30'90'
No.Date
SDSDCD
1 2
A
B
Mstr Bdrm
CARPET
En-Suite
TILE
Pwdr
HDWD
Garage
CONCRETE
Kitchen
HDWD
Great Room
HDWD
38'-6"
4'-0"15'-0"19'-6"
R&S
R&SWC
WC
VANITY
VANITYSTACKED
W/D
36" RANGE DW33'-6"10'-0"6'-0"15'-0"2'-6"1'-0"8'-3" R.O.9"1'-0"4'-0"1'-0"4'-0"8'-0"3'-0"24'-0"14'-6"33'-6"10'-0"23'-6"8'-1"1'-11"3'-0"4'-0"3'-9"12'-9"3'-9"8'-0"3'-3"2'-5 1/2"5'-2 1/2"8'-0"3'-10"
1
A701
1
A701
2
A701
2
A701
38'-6"
C2
8'-0" x 2'-0"
A1
8'-0" x 6'-0"
C1
4'-0" x 2'-0"
A2
8'-0" x 6'-0"
A3
8'-0" x 6'-0"
B1
4'-0" x 5'-0"
342
8'-0"x 8'-0"
335
2'-8"x 8'-0"
341
2'-8"x 8'-0"
336
2'-4"x 8'-0"
334
2'-4"x 8'-0"
347
3'-0"x 8'-0"
338
2'-6"x 8'-0"
337
2'-4"x 8'-0"
340
3'-0"x 8'-0"
339
2'-4"x 8'-0"
343
3'-0"x 8'-0"
4
i101
1
i101
C3
4'-0" x 1'-0"
Walk-In
CARPET
Entry Closet
HDWD
D101
12
D101
12
SCALE 24X36:
PROJECT NO:
ISSUE DATE:
DRAWN BY:
CHECKED BY:
* NOTE:11X17 SETS ARE
REDUCED 50%; SCALE
DRAWINGS ACCORDINGLY.
1/4" = 1'-0"11/10/2016 1:55:06PMZ:\2016\16013 Sq1, Crowel,Nguyen Residence, 756 Orcas Ave NE\05 Construction Docs\16013 Crowel,Nguyen ADU, 756 Orcas Ave NE-SUB1.rvtMAIN FLOOR
16013
2016/10/01
SPM
A201
CONDITIONAL
USE PERMIT SET756 Ocas Ave NEChecker
AREA SCHEDULE...
NAME AREA
MAIN FLOOR 797 SF
797 SF
GARAGE 200 SF
Patio 192 SF
392 SF
1189 SF
SEE "TYPICAL BUILDING MATERIALS" LIST ON THE
ELEVATION SHEET(s).
1.SEE SHEET A002 FOR GENERAL CONSTRUCTION
SPECIFICATIONS.
3.
2.SEE BUILDING ELEVATIONS FOR WINDOW OPERATION.
GENERAL PLAN NOTES:
FOR THE SYMBOLS & LEGEND SEE SHEET A000.4.
SEE STRUCTURAL SHEETS FOR FOR SHEARWALL
DESIGNATIONS & HOLDDOWNS AND SHEET S1 FOR
SHEARWALL DETAILS/ SCHEDULE.
5.
FLOOR PLAN KEYNOTES:
P-1 GARAGE/HOUSE OCCUPANCY SEPARATION. PER IRC
R302.6 a) 1/2" GYP. AT GARAGE SIDE BETWEEN
RESIDENCE AND ATTIC. b) 5/8" TYPE 'X' GYP SEPARATING
HABITABLE ROOMS ABOVE. c) 1/2" GYP. AT WALLS
SUPPORTING HABITABLE ROOMS ABOVE."
P-2 DOOR BETWEEN GARAGE AND HOUSE SHALL BE, 1 3/8"
THICK SOLID WOOD DOOR OR 20 MIN. F.R. DOOR.
PER IRC SECTION R302.5
P-3 STAIR ASSEMBLY: PER IRC SECTION R311.7" a) WIDTH
36" MIN.; HEADROOM 6'-8" MIN. b) RISER 7-3/4" MAX.;
TREAD 10" MIN. c) TOP OF HANDRAIL AT 34" MIN. AND
38" MAX ABOVE TREAD NOSING d) HANDRAIL WIDTH
1-1/4" MIN. AND 2" MAX. e) INSTALL FIRE BLOCKING IN
CONCEALED SPACES BETWEEN STAIR STRINGERS AT
THE TOP AND BOTTOM OF THE RUN. f) COVER USABLE
SPACE UNDER STAIR WITH 1/2" GYP."
P-4 SAFETY GLAZING PER IRC SECTION R308.4
P-5 EGRESS WINDOW PER IRC SECTION R310. PROVIDE
MIN NET CLEARANCE OF 5 SF AT GRADE FLOOR
OPENINGS AND 5.7 SF ABOVE. MIN SILL HEIGHT TO BE
44" A.F.F.
P-6 IGNITERS: A) FOR GAS FIRED APPLIANCES IN GARAGE
TO BE 18" MIN ABOVE TOP OF SLAB, PROVIDE (2)
LAYERS OF FLOOR SHEATHING OVER FRAMING.. PER
IRC SECTION G2408. B) HEAT-PRODUCING EQUIPMENT
AND APPLIANCES SHALL BE INSTALLED TO MAINTAIN
THE REQUIRED CLEARANCES TO COMBUSTIBLE
CONSTRUCTION AS SPECIFIED IN THE LISTING AND
MANUFACTURER’S INSTRUCTIONS. PER IRC G2408.5
P-7 COVER WALLS ADJACENT TO TUBS AND SHOWERS
WITH NONABSORBENT MATERIAL TO 72" ABOVE DRAIN
INLETS. PER IRC SECTION R307.2. FOR GROUND FLR
WASTE OPENING REQ SEE UPC NOTES ON SHT A001
P-8 HIGH EFFICIENCY GAS FURNACE, SIZE PER WSEC
PRESCRIPTIVE ENERGY CODE COMPLIANCE FORMS. a)
PROVIDE DUCT LEAKAGE, SEALING & TESTING PER
WSEC 502 & 503. b) THERMOSTAT PER WSEC 503.8.
c) SEE WSEC NOTES ON SHEET A001
P-9 7-3/4 MAX. RISER WITH 10" MIN. TREAD DEPTH. IF
MORE THAN (4) RISERS HANDRAIL REQUIRED PER IRC
SECTION R311.7.7. a) PROVIDE 36"x36" MIN. LANDING
AT EXTERIOR DOORS PER IRC SECTION R311.3
P-10 PROVIDE CRAWL SPACE ACCESS, MIN. 18" X 24"
UNOBSTRUCTED ACCESS. PER IRC SECTION R408.4
P-11 PROVIDE ATTIC ACCESS, MIN. 22" X 30" WITH 30" MIN.
HEADROOM AT UNOBSTRUCTED READILY ACCESSIBLE
OPENING. PER IRC SECTION R807.1
P-12 2" RECESS FOR REFRIGERATOR
P-13 FIREPLACE ASSEMBLY. PER IRC CHAPTER 10. a)
FACTORY-BUILT FIREPLACES TO BE INSTALLED PER
MFR. PER IRC SECTION R1004. b). INSTALL MASONRY
FIREPLACES PER IRC SECTION R1003. c). HEARTH
SHALL CONFORM TO IRC REQUIREMENTS.
P-14 SEE SITE PLAN FOR EXTENT OF WALKS AND
DRIVEWAYS.
P-15 36" MIN. GUARDRAIL. AT STAIRS SLOPES AT 36"
ABOVE STAIR NOSINGS. PER SEE IRC SECTION 312
P-16 B' VENT FOR MECHANICAL. 1" CLEARANCE ALL SIDES.
P-17 2x6 WALL FOR PLUMBING / HVAC.
P-18 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN
36" OF THE ELECTRICAL DISTRIBUTION PANEL. SEE
WSEC SECTION 105 ON SHEET A001
P-19 3" DIA GALV BOLLARD OR EQ PER G2408.3 &
M1307.3.1 No.DateDescription
12
4
12
412
4
12
2
12
4
O.H. PER PLAN6"2"1"6X10 OUTRIGGER
5/4X6 TRIM AT JAMBS
2X8 TRIM AT HEAD
2X6 TRIM AT SILL
WINDOW
PER
PLANS
4X6
2X6
4X624"16"1"3/4"Level 1
524.00
T.O. PL Lvl1
534.00
T.O. ROOF
538.16
ABE
522.25
1 2
10'-0"69
TPO ROOFINGCOMP. ROOFING
CORNER TRIM 3'-9"4'-3"Level 1
524.00
T.O. PL Lvl1
534.00
T.O. ROOF
538.16
ABE
522.25
A B
10'-0"62
60
342
8'-0"x 8'-0"
COMP. ROOFING
CORNER TRIM
OUTRIGGERS
14'-1 7/8" 24' MAX8'-0"Level 1
524.00
T.O. PL Lvl1
534.00
T.O. ROOF
538.16
ABE
522.25
AB
10'-0"B1 A3343
3'-0"x 8'-0"
341
2'-8"x 8'-0"CORNER TRIM
COMP. ROOFING
TPO ROOFING
8'-0"Level 1
524.00
T.O. PL Lvl1
534.00
T.O. ROOF
538.16
ABE
522.25
12
15.91'10'-0"A2 340
3'-0"x 8'-0"
C2
8'-0"6" HORZ SIDING
CORNER TRIM
COMP. ROOFING OUTRIGGER
SCALE 24X36:
PROJECT NO:
ISSUE DATE:
DRAWN BY:
CHECKED BY:
* NOTE:11X17 SETS ARE
REDUCED 50%; SCALE
DRAWINGS ACCORDINGLY.
As indicated
11/10/2016 1:55:07PMZ:\2016\16013 Sq1, Crowel,Nguyen Residence, 756 Orcas Ave NE\05 Construction Docs\16013 Crowel,Nguyen ADU, 756 Orcas Ave NE-SUB1.rvtELEVATIONS
16013
2016/10/01
SPM
A601
CONDITIONAL
USE PERMIT SET756 Ocas Ave NEChecker
TYPICAL BUILDING MATERIALS:
EXTERIOR WALL CONSTRUCTION
ROOF CONSTRUCTION
SOFFIT:
BUILDING PAPER:
SIDING MATERIAL:
GWB:
INSULATION:
FRAMING:
SHEATHING:
GWB:
BUILDING PAPER:
ROOFING:
INSULATION:
FRAMING:
SHEATHING:
FLOOR CONSTRUCTION
TRIM
CORNER BOARDS:
FASCIA:
WINDOW:
(WITH NO BRICK MOLD)
OUTSIDE:
INSIDE:
5/4x4 WRAP
FRAMING:
SOFFIT:
INSULATION:
SUBFLOOR:
FLOORING:
ASPHALT SHINGLES
15# BUILDING PAPER
PER SHEARWALL SCHEDULE
PER PLANS
R-49 BLOWN-IN (R-38 VAULTED)
1/2" RESAWN PLYWOOD
5/8" GWB
PER ELEVATIONS
15# BUILDING PAPER
PER SHEARWALL SCHEDULE
2x6 STUDS AT 16" oc U.N.O.
R-21 BATT w/ INTEGRAL VAPOR BARRIER
1/2" GWB
FINISH PER PLANS
3/4" T&G (PLYWOOD, COMPLY OR EQUAL)
PER PLANS
R-38 BATT
1/2" RESAWN PLYWOOD
2x2
2x4, 2x3
2x8 w/ 2x3 (PER DETAILS) U.N.O.
SCALE: 3/4" = 1'-0"C 6X OUTRIGGER
SCALE: 1/2" = 1'-0"F WINDOW TRIM II
1. INSTALL APPROVED CORROSION-RESISTANT FLASHING, TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER
TO THE BUILDING STRUCTURAL FRAMING COMPONENTS PER R708.3.
SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH
AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE
EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT
FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING
LOCATIONS:
a. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR
WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE.
b. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
c. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS.
d. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
e. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION.
f. AT WALL AND ROOF INTERSECTIONS.
g. AT BUILT-IN GUTTERS.
ELEVATION NOTES:
SCALE: 3/4" = 1'-0"D 4x KNEE BRACE No.DateDescriptionSCALE: 1/4" = 1'-0"1 SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 WEST ELEVATION
SCALE: 1/4" = 1'-0"3 EAST ELEVATION
SCALE: 1/4" = 1'-0"4 NORTH ELEVATION
12
2
12
0.25
Level 1
0.00
Level 2
11.00
Level 2
11.00
T.O. PL Lvl2
20.08
T.O. PL Lvl2
20.08
T.O. PL Lvl1
10.00
B.O. JSTS
-0.83
MAX T.O. ROOF
28.02
ABE
-1.99
1 2
B.O. Garage Door
-2.50
C20
6'-0" x 6'-0"
701
16'-0"x 10'-0"
C10
3'-0" x 3'-0"
4:12
4:12
4:12
100
6'-0"x 8'-0"
A602
B
A602
A24'6'8'-0"B4
8'-0" x 4'-6"B3
6'-6" x 6'-0"
B1
6'-6" x 6'-0"
B5
8'-0" x 6'-0"
B2
8'-0" x 6'-0"
C7
4'-0" x 2'-0"
C15
4'-0" x 2'-0"12'-6"MAX T.O. PLATE
22.02
22.07'10'-0"9'-1"8'-0"8'-0"702
16'-0"x 10'-0"
ASPHALT SHINGLES
8" HORZ SIDING
4" HORZ SIDING
CORNER TRIM
CORNER TRIM
8" HORZ SIDING
HARDIE 'SMOOTH' PANEL w/
FRY REGLET FLASHING CEDAR T&G SIDING
TPO ROOFING
CONCRETE PORCH &
STEPS
FASCIA AND GUTTER
2x10 TRIM
1
1
Level 1
0.00
Level 2
11.00
T.O. PL Lvl2
20.08
T.O. PL Lvl1
10.00
F
G
B.O. Garage Door
-2.50
A2
6'-0" x 6'-0"
C5
4'-0" x 1'-0"
C6
4'-0" x 1'-0"
C8
4'-0" x 6'-0"
C9
4'-0" x 6'-0"
C17
4'-0" x 6'-0"
1
A701
1
A701
ASPHALT SHINGLES
4:12
C18
4'-0" x 6'-0"
C23
6'-0" x 6'-0"
A6
6'-0" x 6'-0"
C16
4'-0" x 2'-0"
3
A702
TPO ROOFING
HARDIE 'SMOOTH' PANEL w/
FRY REGLET FLASHING8" HORZ SIDING
HARDIE 'SMOOTH' PANEL
FASCIA AND GUTTER
8" HORZ SIDINGCORNER TRIM
A602
B
HARDIE 'SMOOTH' PANEL w/
FRY REGLET FLASHING
1
1
SCALE 24X36:
PROJECT NO:
ISSUE DATE:
DRAWN BY:
CHECKED BY:
* NOTE:11X17 SETS ARE
REDUCED 50%; SCALE
DRAWINGS ACCORDINGLY.
1/4" = 1'-0"9/29/2016 2:06:14 PMELEVATIONS
16013
2016/09/29
SPM
A601
PERMIT SETCrowell/Nguyen Residence756 Orcas Ave NESPM
TYPICAL BUILDING MATERIALS:
EXTERIOR WALL CONSTRUCTIONROOF CONSTRUCTION
SOFFIT:
BUILDING PAPER:
SIDING MATERIAL:
GWB:
INSULATION:
FRAMING:
SHEATHING:
GWB:
BUILDING PAPER:
ROOFING:
INSULATION:
FRAMING:
SHEATHING:
FLOOR CONSTRUCTION TRIM
CORNER BOARDS:
FASCIA:
WINDOW:
(WITH NO BRICK MOLD)
OUTSIDE:
INSIDE:
5/4x4 WRAP
FRAMING:
SOFFIT:
INSULATION:
SUBFLOOR:
FLOORING:ASPHALT SHINGLES
15# BUILDING PAPER
PER SHEARWALL SCHEDULE
PER PLANS
R-49 BLOWN-IN (R-38 VAULTED)
1/2" RESAWN PLYWOOD
5/8" GWB
PER ELEVATIONS
15# BUILDING PAPER
PER SHEARWALL SCHEDULE
2x6 STUDS AT 16" oc U.N.O.
R-21 BATT w/ INTEGRAL VAPOR
BARRIER
1/2" GWB
FINISH PER PLANS
3/4" T&G (PLYWOOD, COMPLY OR EQUAL)
PER PLANS
R-38 BATT
1/2" RESAWN PLYWOOD
2x2
2x4, 2x3
2x8 w/ 2x3 (PER DETAILS) U.N.O.
1. INSTALL APPROVED CORROSION-RESISTANT FLASHING, TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER
TO THE BUILDING STRUCTURAL FRAMING COMPONENTS PER R708.3.
SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH
AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE
EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT
FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING
LOCATIONS:
a. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR
WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE.
b. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
c. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS.
d. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
e. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION.
f. AT WALL AND ROOF INTERSECTIONS.
g. AT BUILT-IN GUTTERS.
ELEVATION NOTES:
SCALE: 1/4" = 1'-0"1 FRONT ELEVATION
SCALE: 1/4" = 1'-0"2 LEFT ELEVATION No.DateDescription120160929CITY COMMENTS
12
4
12
2
12
4
5/4X6 TRIM AT JAMBS
2X8 TRIM AT HEAD
2X6 TRIM AT SILL
WINDOW
PER
PLANS
O.H. PER PLAN6"2"1"6X10 OUTRIGGER
Level 1
0.00
Level 2
11.00
T.O. PL Lvl2
20.08
T.O. PL Lvl1
10.00
ABE
-1.99
12
B.O. Garage Door
-2.50
A5
6'-0" x 6'-0"
C14
4'-0" x 2'-0"
A4
6'-0" x 6'-0"
C1
3'-0" x 3'-0"
D1
3'-0" x 4'-0"C13
3'-0" x 6'-0"
C21
6'-0" x 6'-0"
C4
3'-0" x 6'-0"
C3
3'-0" x 6'-0"
C12
3'-0" x 6'-0"
601
8'-0"x 8'-0"
A1
5'-0" x 5'-0"
1
A702
1
A702
4:12
4:12
C2
3'-0" x 3'-0"
2
A701
8" HORZ SIDING
ASPHALT SHINGLES
FASCIA AND GUTTER
HARDIE 'SMOOTH' PANEL
CORNER TRIM
E1
4'-0" x 4'-0"
C19
4'-0" x 6'-0"
D2
3'-0" x 4'-0"
8" HORZ SIDING
CORNER TRIM
A602
B
1
1
Level 1
0.00
Level 2
11.00
T.O. PL Lvl1
10.00
FG
B.O. Garage Door
-2.50
C11
3'-0" x 3'-0"
A3
6'-0" x 6'-0"
1
A701
1
A701
4:12
4:12
4" HORZ SIDING
HARDIE 'SMOOTH' PANEL w/
FRY REGLET FLASHING
8" HORZ SIDING
ASPHALT SHINGLES
2x10 TRIM
C22
6'-0" x 6'-0"
3
A702
CORNER TRIM
HARDIE 'SMOOTH' PANEL
BRUSHED CONCRETE
HARDIE 'SMOOTH' PANEL w/
FRY REGLET FLASHING
CEDAR T&G SIDING
1
SCALE 24X36:
PROJECT NO:
ISSUE DATE:
DRAWN BY:
CHECKED BY:
* NOTE:11X17 SETS ARE
REDUCED 50%; SCALE
DRAWINGS ACCORDINGLY.
As indicated
9/29/2016 2:06:16 PMELEVATIONS
16013
2016/09/29
SPM
A602
PERMIT SETCrowell/Nguyen Residence756 Orcas Ave NESPM
SCALE: 1/2" = 1'-0"B WINDOW TRIM II
SCALE: 3/4" = 1'-0"A 6X OUTRIGGER
SCALE: 1/4" = 1'-0"8 REAR ELEVATION
SCALE: 1/4" = 1'-0"9 RIGHT ELEVATION
TYPICAL BUILDING MATERIALS:
EXTERIOR WALL CONSTRUCTIONROOF CONSTRUCTION
SOFFIT:
BUILDING PAPER:
SIDING MATERIAL:
GWB:
INSULATION:
FRAMING:
SHEATHING:
GWB:
BUILDING PAPER:
ROOFING:
INSULATION:
FRAMING:
SHEATHING:
FLOOR CONSTRUCTION TRIM
CORNER BOARDS:
FASCIA:
WINDOW:
(WITH NO BRICK MOLD)
OUTSIDE:
INSIDE:
5/4x4 WRAP
FRAMING:
SOFFIT:
INSULATION:
SUBFLOOR:
FLOORING:ASPHALT SHINGLES
15# BUILDING PAPER
PER SHEARWALL SCHEDULE
PER PLANS
R-49 BLOWN-IN (R-38 VAULTED)
1/2" RESAWN PLYWOOD
5/8" GWB
PER ELEVATIONS
15# BUILDING PAPER
PER SHEARWALL SCHEDULE
2x6 STUDS AT 16" oc U.N.O.
R-21 BATT w/ INTEGRAL VAPOR
BARRIER
1/2" GWB
FINISH PER PLANS
3/4" T&G (PLYWOOD, COMPLY OR EQUAL)
PER PLANS
R-38 BATT
1/2" RESAWN PLYWOOD
2x2
2x4, 2x3
2x8 w/ 2x3 (PER DETAILS) U.N.O.
1. INSTALL APPROVED CORROSION-RESISTANT FLASHING, TO PREVENT
ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER
TO THE BUILDING STRUCTURAL FRAMING COMPONENTS PER R708.3.
SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH
AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE
EXTERIOR WALL FINISH. APPROVED CORROSION-RESISTANT
FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING
LOCATIONS:
a. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR
WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE
OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE.
b. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
c. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL
COPINGS AND SILLS.
d. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
e. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A
WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION.
f. AT WALL AND ROOF INTERSECTIONS.
g. AT BUILT-IN GUTTERS.
ELEVATION NOTES:No.DateDescription120160929CITY COMMENTS
PROJECT LOCATION
NE 8TH STREET
NILE AVE NENE 7TH PL
1" = 200'-0"
Neighborhood
Detail Map
16013
2016/06/28
CROWL /
NGUYEN
ADU
ADU-CUP2
No.DateN
0'100'200'600'
ADVISORY NOTES TO APPLICANT
LUA16-000907
November 30, 2016
Name: Crowell/Nguyen ADU
Application Date:756 Orcas Ave NE
Renton, WA 98059-6347
Site Address:
PLAN - Planning Review - Land Use Version 1 |
Technical Services Comments Contact: Amanda Askren | 425-430-7369 | aaskren@rentonwa.gov
Recommendations: Land Use Permit Master Application contains 2 legal descriptions. Parcel B of that attached document is the correct
legal for the property.
Page 1 of 1Ran: January 12, 2017
SCALE: 1" = 100'CONTROL MAPSCHEDULE B ITEMSTOPOGRAPHIC & BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEYSCOTT DONOGH HOMES INC.BASIS OF BEARINGSREFERENCESVERTICAL DATUMSURVEYOR'S NOTESLEGENDVICINITY MAPN.T.S.LEGAL DESCRIPTION