HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/15/2022■
PROPOSED TREES 70 SE
REMOVED
RELOCATED WATER @ �
METER m �
' CONC. 511DEWALK
5ET IRON ROD
SET IRON IRO
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'r--• . FENCE W/GATE
(2) VEHICULAR
PARKING SPACES .�.:: /✓� X (5T. 51 S NC I ° Lu
wi: :...E % 1,414 5F FOOTFRINT -
- f / I • cv
:.` . TAX LOT 1200
O J.. .�',..i ':. / 1"I,4P/T,4X LOT
Z - 1-1-03-35-24-12000
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roro3 SF FOOTPRINT
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OVER -FRAMED
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ROOF CRICKET
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SET IRON ROD � • .. "••- �� � :� .-.�' .�•� , �.�... - - w
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50
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PROPOSED ACCESSORY DWELLING UNIT (ADU) WITH CONC. STEM WALL/SPREAD FTG, FOUNDATION. STICK FRAME CONSTRUCTION WITH
DUCTLESS HEAT PUMP MEAT.
rox oRLARGER SMALL 5E 01
PROJECT OWNER: Michael Zimmerman MAP AND TAX LOT (TRS): 1�-03-03-35-12000
639 'C' Street ACCOUNT:
0312544
Springfield, Oregon, 914"11 ZONING:
M -Medium Density Residential
503-699-4000 OVERLAY ZONES WASHBURN HISTORIC DISTRICT
PROJECT ADDRESS: 639 'C' Street
Springfield, Oregon 9141-f PL�4NNINC-cACTIONS: 3UILDING-�: N/,4
Lane County
EROSION: N/A
PROJECT ARCHITECT: Todd Miller, AIA
,�--" ,
TODD MILLER ARCHITECTURE ELEVATON:
+-450 FT
31140 Owl Rd. Eugene, Oregon LOT AREA:
5,949.5 s
541-131-1009 AREA CALCULATIONS:
�
EXIST. PRIMARY RESIDENCE FOOTPRINT: 1,414 SF
PROJECT ENGINEER: Exceptional Engineering EXIST. GARAGE FOOTPRINT- 389 S1=
KarenM. Stoner PROPOSED STRUCTURE
FOOTPRINT: X 8 3 SF
130 Labounty Drive Ste 9-�3
TOTAL FOOTPRINT AREA: 2,4�o SF
Ferndale, WA. 98248
�
(425) 444-4901 TOTAL LOT COVERAGE. 41.4%
I T E F., I I A
BENE AL NOTE5:
CODES: 2021 OREGON RESIDENTIAL SPECIALTY CODE (ORSC)
ENERGY CODE COMPLIANCE:
2021 OREGON ELECTRICAL SPECIALTY CODE (OESC)
(CHAPTER 11 ENERGY EFFICIENCY)
2021 OREGON PLUM5ING SPECIALTY CODE (OPSC)
2019 OREGON MECHANICAL SPECIALTY CODE (GMSC)
PRESCRIPTIVE COMPLIANCE PATH 1 FOR RESIDENTIAL BUILDINGS
2019 OREGON STRUCTURAL SPECIALTY CODE (055C)
C..f.. �..�" f
2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)
TABLE N1101.1(1) MIN R VALUES
2010 OREGON SOLAR INSTALLATION SPECIALTY CODE (OSISC)
WALL INSULATION R-21
DESIGN: ROOF SNOW LOAD: XX psf
VAULTED CEILINGS (LESS THAN 50% TOTAL HEATED SPACE) R-30
WIND SPEED: XX mph exp. C
VAULTED CEILINGS (GREATER THAN 50ro TOTAL HEATED SPACE) R-38
SOIL BEARING: 150 ? psi
FLAT CEILINGS R-49 MIN. (TA5LE N1101.1(2)
SIESMIC CATEGORY: D-1
UNDERFLOORS R-30
FROST LINE: 12"
5ELOu1 GRADE WOOD, CONCRETE, OR MASONRY WALLS: R-15
SLAB FLOOR EDGE INSULATION R-15
ADDITIONAL MEASURES:
ENVELOPE ENHANCEMENT MEASURE: '?
CONSERVATION MEASURE:
tATE IL NOTES:
CONCRETE:
DfRALUING NOTF.5:
FOOTINGS AND TRENCHES fc = 3000ps i, 3/4" AGGREGATE, 4"+- SLUMP, SLAB:
fc=4000psi. 2,500 p si USED FOR DESIGN, SPECIAL INSPECTION NOT REQ'D.
FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK.
1/2" AGGREGATE, 4" -+ SLUMP.
DO NOT SCALE DRAWINGS. WHERE A DRAWING OR NOTATION DISCREPANCY OCCURS CONTACT
REINFORCING STEEL:
ARCHITECT FOR VERIFICATION BEFORE COMMENCEMENT OF WORK.
REINFORCING SHALL BE GRADE 60 DEFORMED BARS IN; ACCORDANCE WITH
ASTM A615, LAP SPLICES PER ACI 318-95
WINDOW AND DOOR OPENINGS ARE BASED UPON STANDARD VINYL WINDOW MANUFACTURER
DIMENSIONS. VERIFY WITH ACTUAL WINDOW MANUFACTURER FOR ROUGH OPENING REQUIREMENTS.
MACHINE BOLTS, STUDS THREADED RODS:
,OSTM A36, UNLESS NOTED OTHERWISE
FLOOR PLAN DIMENSIONS ARE TAKEN FROM FRAMING MEMBERS. ANY FINISHES ARE TO BE TAKEN INTO
ACCOUNT WHILE 'SETTING PLATES.
ANCHOR 301-7S:
5/8" DIAMETER, ASTM A301 UNLESS NOTED OTHERWISE
ENGINEERED LUMBER
MANUFACTURED BY ILEVEL OR EQUAL
LUMBER
ALL LUMBER TO BE DOUGLAS FIR
ALL LUMBER SHALL BE 30TH THE FOLLOWING GRADES UNLESS NOTED
OTHERWISE CONVENTIONALLY FRAMED SYSTEMS
STUDS AND PLATES: 02 OR BETTER
JOISTS AND RAFTER S: 2X TO 4X SHALL "5E #2 4 BETTER
`
BEAMS: 4X OR SMALLER SMALL BE 01 AND BETTER
:
rox oRLARGER SMALL 5E 01
POSTS ANc> Tf"SERS: 4X4 AND LARGER SHALL 5E 02 4 BETT R UNLESS
y,
OTHERWISE.
EieWISE•
BL OCKING AND FURRING: '"`2 OR BETTER
ALL WOOD BEARING ON CONCRETE OR MASONRY 5 -,LL BE PRESSURE TREATED DOUGLAS FIR
,�--" ,
STRUCTURAL PLYWOOD B APA SPANAN RATED SHEATHING,32/fro FOR WALLS AND 40/20 FOR
`.
U IDENTIFIED WITH APA GRAGRADESTAMP,
ROOFS WITH EXTERIOR GLUE AND
XC T SPECIFIED 5Y FIG
EEP P
H
�
STRUCTURAL FLOOR MEMBERS SHALL NOT SE CUT BORED OR NOTCHED
41,
�
U
R5028(2008 ORSG) OR SPECIFICALLY NOTED O DETAILED FORSUC-ALTERATIONS.
:. .>: y ,.. :,.., ... .....
F
�
..,...
U
NAT VENEER LUMBER GLUE LAMINATED
CUTS NOTCHES AND HOLES �30RED IN TRUvSES, LAMINATED
TIONS A RE
M M ERS OR -JOISTS ATENOT ERMITTED UNLE SS THEEFFECTS CTS OF SUCH PENETRATIONS T A
u
IN THE DESIGN OF THE E BER. `
CONSIDERED E
SPECIFICALLY D
JOISTS O RAFTERS AT ALL SUPPORTS, U�1.0.
-ACEU BETWEEN R.
O ( OCK(NG (2X MIN.), SHALL BE PL
_
TA 02.30 1X200 8
IN R�
1 BLE
THE MINIMUM NAILING TO CONNECT 1�i00D 1"CEMBEi�S SHALL SE SPECIE ED
C..f.. �..�" f
O SC )
R
� BORED 1/32 TO 1 /1 ro LARGER THAN NORMAL BOLT DIAMET ER.
HOLES FOR BOLTS SHALLB
_ . ;
ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND/OR 'NUT.
_
ALL BOLTS SHALL BE RET(GHTENED PRIOR TO APPLICATION OF PLYWOOD OR FINISH MATERIAL.
-
L
UFACTU BY THE S[1" IPSON STRONG TIE CO.R EQUAL.
ALL FRAMING HARDWARE SHALL BE AS MAN RED
yz
POSTS AND COLUMNS SHALL SE OF EC.2uAL OR csXt.v i err wiu i ff i rtAiv i rtc rice-�oc� ccnNca c.r-kMr 1=1_011
UNLESS NOTED OTHERWISE. IN WALL COLUMNS MAY SE BUILT Ufi' FROM ZX LUMBER EQUAL TO 71 -IE 2
DEPTH OF THE WALL.SUILt UP COLUMNS SHALL HAVE .4 LUMBER FASTENED WITH TWO ROWS OF 166
NAILS At 12" O.G. AT EAC H LAYER. COLUMNS AND POSTS SHALL BE BLOCKED SOLID SETUEEN
PLATES AT FLOORS. AND HEADERS TO FORM A CONTINUOUS LOAD fi'AtN FROM THE CARRIED MEMBER NTS
TO THE FOUNDATION.
DFRAWING� INDEX:
A-1 SITE PLAN
A-2 FLOOR PLANS
A-3 FRAMING/FOUNDATION PLANS
A-4 i200F FRAMING PLAN
A-5 ELEVATIONS
A-6 SECT IONS/PE7AILS
S -I STRUCTURAL
e
KBUERR7.
502
OF o
DRAWN: TAM
DATE: 05-18-22
PROJ_ NO: 2211
REVISON:
SHEET TITLE:
517 FLAN5
SHEET NUMBER:
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OF o
DRAWN: TAM
DATE: 05-18-22
PROJ_ NO: 2211
REVISON:
SHEET TITLE:
517 FLAN5
SHEET NUMBER:
uc I
5' -oil
SETBACK-�-,�
z
I
G
N
100'-O" (DATUM)
T.O. CONC, 61.A5
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GARAGE
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N
IF16'XT INSULATED - - - -
( O.W. DOOR
a
161
(E) GAIRAG
5'-011 K
SETBACK
SECOND F L O O
SCALE 1/4" V-011
F;Z f=L eANN
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DRAUJri: TAM
DATE: 05-18-22
PROJ. NO. 2211
REVI SON:
SHEETTITLE:
FLOOR
PLANS
SHEET NUMBER:
COMPOSITE SHINGLE
ROOFING-TYP.
Iry-1 3/4"
BEARING
2X8 CEDAR FASCIA -T
AT EAVES
2X4 CEDAR TRIM a WI
AND DOORS TYP.
2x4 CORNER TRIM AT
WOOD L.4P 5D. SIDING
WOOD LAP BD, SIDINC
EXPOSURE-TYP. IN FIE
109'-6 5/6"
T.O. SUBFLOOR
BEARING
ENTRY AWNING BEYOr
CEDAR ROUGH SAWN
WIWOOD CAP RAIL a
108'-4"(_DATUM)
T.O. SUBFLOOR
3/411
SEARING
CEDAR GU,
109'-6 5/S"
T.O. SUBFLC
108'-6"
i3EARINC-s
2X6 POST
CONC. PIEie
108'-4"CDA_
T.O. SUBFLC
WEE5T EELEE\ZAT[C)N.
6X6 WOO
CONC. PIE
f I
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�Noi�Ta-4 SLE
r=AeT E
SCALS 1/4" =1' -tV"
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CEDAR ROUGH SAWN SHINGLES
W/WOOD CAP RAIL g WAINSCOTING
\SAT I aN
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z
SETBACK
COMPOSITE SHINGLE
-"ROOFING-TYP.
12
12 2X10 CEDAR FASCIA W/IX4 CEDAR
SHAKE MOLD-TYP. AT RAKE
ROUGH SAWN CEDAR SHINGLE TO
MATCH (E) RESIDENCE
METAL GUTTER AND
DOWNSPOUT BEYOND
C.L.
f (E) SINGLE CAR ARAGE
•
W/HORIZONTAL M TAL SIDING
n
�-:
(E) CONC. S.O� I
CONC. SPREAD FOOTING ISOLATED
SPREAD FOOTING
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00 k
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OR
5052
(OF
DRAWN: TAM
DATA: 05-18-22
PROJ. NO: 2211
RE1fISON:
SHEET TITLE:
ELEVATION5
SHEET NUMBER:
1
z
5' -Oil'
SETBACK
Lu
IL
I
IL
5EYOND
1
.
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r=AeT E
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\SAT I aN
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SETBACK
COMPOSITE SHINGLE
-"ROOFING-TYP.
12
12 2X10 CEDAR FASCIA W/IX4 CEDAR
SHAKE MOLD-TYP. AT RAKE
ROUGH SAWN CEDAR SHINGLE TO
MATCH (E) RESIDENCE
METAL GUTTER AND
DOWNSPOUT BEYOND
C.L.
f (E) SINGLE CAR ARAGE
•
W/HORIZONTAL M TAL SIDING
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(OF
DRAWN: TAM
DATA: 05-18-22
PROJ. NO: 2211
RE1fISON:
SHEET TITLE:
ELEVATION5
SHEET NUMBER:
+-24'-0"
FOUNDATION TO BE
VERIFIED
�FOUNI��4TION f=>LAN
+-24'-0"
41-011
c.L. C.L.
(E) RAILING TO BE
REMOVED TO RECEIVE
STAIR
ROOF ABOVE
�— ROOF ABOVE
� m POR'C�I
I i
ON. 3R �u
ENTRY �
I �
I�
o ( I
101'-4"
�) T.O. FIN, FL. 15EDROOM
CLOSET AND ACCESS FENCE AND GATE TO
I HATCH TO BE REMOVED
I BE REMOVED..
I i
I
I �
' X r I CLOSET CLOSET
- _ II /
LI V ING ROOM
i (E) CEILING IL
(�� SUPPORT ABOVE I
ATTIC ACCESS ( I
( , HATCH ABOVE
(( I
BEDROOM II
(E) WALL AND DOOR TO I ( HATCHED WALLS INDICATE NEW BE REMOVED I I PROPOSED WALLS-TYP.
NIDATION TO BE Ii I
JFIED ( I ( SHOWER AND ASSOCIATED I
'- PLUMBING TO BE REMOVED.
I
(E) DOOR FRAME —_2'6 "x6 8"
I
PELLET STOVE AND ROOF ABOVE
VENTING TO BE REMOVED L - _ _ _
1
42" HIGH COUNTER
S,4THR1"r.
i I
o o II
CI STOVE
SHOWER
BE ( -
PORC I <17C1 - EN '
D.UJ_ J
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REF IG_
ELECTRICAL— —
SERVICE PANEL o I
q TO I I I I SHOWER EXTERIOR WALLS ROOF
W/DFOUNDATION AND ASSOCIATED
— J ( PLUMING TO BE REMOVED.
ITT
1/2 5ZT�
10I' -411
11
X ( T O. 'FIN. FL.
Luxx
x I '
A -S 1 r =
IQI z In°c
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ALIGN
(E) BATHROOM WALLS, C'L. AWNING ROOF ABOVE
HATCHED WALLS INDICATE NEW ROOF, FOUNDATION AND
PROPOSED WALLS -TVP. PLUMBING t0 BE REMOVED
APL) I FZ6 T T= L
DRAWN: TAM
DATE: 05-18-22
FROJ. NO: 2212
REVI SON:
SHEET -TITLE:
FLOOR
FOUNDATION
PLANS
SHEET NUMBER:
A-2
109' -11
$EARft
AWNING Roc
CORBELS E
(E) CEDAR
SIDING-TYF
(E) WALL TC
REMOVED I
101'-4"
T.o=su3
REPLACE (E) DELTA RIB METAL ROOFING
Awn #?FPI Ar -I= 1111Tu r_nNtPnSITF sWINPsl_F
n
-�----REMOVE PELLET STOVE VENT
PIPE AND ASSOCIATED FLASHING
III
111
1 10'-0"
ALLOWED SETBACK 2'-0" SETBACK
INTRUSION
C.L.
n1
REMOVE•
lu PIPE AND ASSOCIATED FLASHING
ROOF,(E) GA5LE
�1•
ENNIS
lab
III �u • • -••
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MATCH CE) CEDAR SHINGLE SfDING. (E) T1-11 SIDING
3A5T
ELEE\/AT1C)N
N� I
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SETBACK 2'-0" ALLOWED SETBACK
INTRUSION
li-
A�- I CONTINUOUS RIDGE VETT-TYP
(E) PORCH ROOF
BEARING
ENTRY STAIR, AND
GUARDRAIL
I
T.O. SU15FLOOR
n
REMOVE PELLET STOVE VENT
PIPE AND ASSOCIATED FLASHING flT
SIDEWALK
1 (E) CONC. SPREAD FOOTING.
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WHERE NEEDED-TYP.
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5®52®
OF
DRAUN: TAM
DATE: 05-18-22
PROJ, NO: 2212
REVISON:
SHEET TITLE:
ELEVATIONS
SHEET NUM5ER:
r-- r
1
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Nam
mills
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DRAUN: TAM
DATE: 05-18-22
PROJ, NO: 2212
REVISON:
SHEET TITLE:
ELEVATIONS
SHEET NUM5ER:
los I -lift
BEAR(1
BOUGHT SA
SHINGLE Sq
BATHROOM
BEYOND
101' -'4"
T.O. SUI
n�XfSTINC� EAST �LE�/.4TION
2Ro
ACCESS DOOR\
12
CI,
PELLET STOVE VENT WIPE AND
ASSOCIATED FLASHING
SHOUJER STALL BEYOND
12 +-2 GATE AND FENCE
BEYOND
+-2
L PE 11 JA 296 MIN. SL
CONC. SPREAD FOOT(NCrt. ROUGHt SAUJN CEDAR T1-11 SIDING SHINGLE SIDING-TYP. (U.N.O.) T1-11 SIDING BEYOND
nEXISTINC�
F=><1ePT[NC-z SOUTH ELEI/ATION
SCALE 1/4" =1' -9P"
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DR4UJN: TAM
DATE: 05-18-22
PROJ. NO. 2212
REVISON:
SHEET TITHE:
ELEVATION5
SHEET NUMBER:
AL�5
U4
Z
GABLE ROOF, RAGE FASCIA AND
END WALL BEYOND
wtL
12
SHOUJER STALL BEYOND
12 +-2 GATE AND FENCE
BEYOND
+-2
L PE 11 JA 296 MIN. SL
CONC. SPREAD FOOT(NCrt. ROUGHt SAUJN CEDAR T1-11 SIDING SHINGLE SIDING-TYP. (U.N.O.) T1-11 SIDING BEYOND
nEXISTINC�
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5®52 �®
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DR4UJN: TAM
DATE: 05-18-22
PROJ. NO. 2212
REVISON:
SHEET TITHE:
ELEVATION5
SHEET NUMBER:
AL�5
• I
IID9'-ro 5/8"
T . SU5FLOOR
IIDS'-6"
BEARING
I
I
. I
IID '-4"(DATUM) _ 2io' M(N, 5LOf
T.M. SU5FLCerR
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ARING �� ®�
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ARING —
u.
— — CA
>'-4"(DATUM)
. 5UBFLOOR
ING
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O
WN
v
n
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{I{ I IID -ID
REPLACE tE) DELTA RIB METAL ROOFING � ALLOWED SETBACK 2' -ID" SETBACK • r-1 �
AND REFI -ACE WITH COMPOSITE SHINGLE INTRUSION I Z
ROOFING -REPAIR ALL DAMAGED SHEATHING J �-1
TYP. I I
CONTINUOUS RIDGE VENT-TYP
CONTINUOUS RIDGE VENT-TYP PORCH ROOF BEYOND CL Q�
• .�
V.1
_ 109'-11" M
_ 41=
H LPORCH DRAWN: TAI" 1
I ENTRY STAIR, AND
I GUARDRAIL BEYOND
(E) CEDAR SHINLL DATE: 05-16-22
SIDING-TYP. I ( )
F'ROJ. NO. 2212
(E) WALL TO BE 0
I REMOVED BEY D I
1 I I REVISION:
I ILN
— — 1IDl'-4„
296 MIN. % IN. 5L.0 — T.O. SU OOR
SLOPE — — —
2 o M(N_ LOPS
S[DEIL
GONG. SPREAD FOOTING
(E) CONIC. SPREAD FOOTING. C ) GATE AND FENCE TO BE
REMOVE (E) SHOWER STALL ROOF, REPLACED
WALLS, AND FOUNDATION THIS AREA. ST TITLE:
(E)' CEDAR SHINGLE SIDING. (E) TI -II SIDING (E) TI -11 SIDINGc
ELEVATION5
&T LC)NCzITUC�ON"L 61TEE E L F.. %/AT
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