HomeMy WebLinkAboutPermit Building 2017-05-19LLI
LLI
CK
All measurements are from Property lines
-Front Yard to House 10 feet
-Front Yard to Garage 18 feet
-Side Yard to House or Garage 5 feet
-Rear Yard to House or Garage 10 feet
P.U.E. MAY CHANGE SETBACKS
...............................
Connect stormwater to existing 12" public line.
Connection will require a new tap. Contact Craig
• Fitzgerald (541.726.3616) a minimum (2) business
days prior to starting stormwater work for tapping
procedures and restoration requirements.
...............................
PROPERTY 116-
i
I 10' 10'
j _20'-
4'
--20' 27
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I e°
i
Es6lN6 nD16E PfMP64a MCapN
I
PI(IID I
40' I '0'
32 i
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t�anNG novg114�
onIPPm IOID20' 33'�
LOT 5900
2s'
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G
I
PLOT PLAN
NKURtKIY llt5
BELIMAMED
CO3Z
DATE RELENED: 2.27.17 JOB No. 517.00476
zonc: UDR OCCOPANCYOROUP: R3
NNrrtsl- Orn PALM Innn.
SIURIt: IYPtiumutU iiu : VB
LEGAL DESCRIMON: 17.02.31.24.05900
ADDREss: 525 32ND
;261610
THE CONTI HERE ON HAVE BEEN REVIEWED, Wmi ALTERATIONS
INUIIAItU IN KtU. CHANT UR ALILHAHUNS NLRUt IU IHt APPKUVLU
DRAWINGS OR PROJECT AFFER THE DATE BELOW SHALL BEAPPROVED EY THE
BUILDING OFFEIAL
pN Df SPAINGlIELD R dN
APPROVED EYc DATE: /
NOTICE: This permit shall expire if the work authorized under
this permit is not commenced or is abandoned for any 180 day
period.
ATTENTION: Oregon law requires you to follow rules adopted by the
Oregon Utility Notification Center. Those rules are set forth in OAR
952-001-0010 through 952-001-0090. You may obtain copies of the
rules by calling the center. (Note: The administrative telephone
number for the Oregon Utility Notification Center is (800)332-2344.
Crone Drafting & Design
69126 Ummsq Lent
eneta, OR. 97487
HONE (541) 543-3302
m G M uswrean ar at orsee
mxmrmm m o¢IX uuuwa s« DE4lS
N9lu OFIX NL Ib'.LL MO SQF BNLIP
Otl6 IIRIIFII <oF1�.S IM1E PIEIB£] F
ex scum sous m oumms
HOUSE ADDITION
525 32nd. St.
Sprinafield. Or. 9747
PLOT PLAN
7 -
BT. DWG ND
6 RDC
scut 1116-= t'—a" DATE
IC�u
sa
DATE RELENED: 2.27.17 JOB No. 517.00476
zonc: UDR OCCOPANCYOROUP: R3
NNrrtsl- Orn PALM Innn.
SIURIt: IYPtiumutU iiu : VB
LEGAL DESCRIMON: 17.02.31.24.05900
ADDREss: 525 32ND
;261610
THE CONTI HERE ON HAVE BEEN REVIEWED, Wmi ALTERATIONS
INUIIAItU IN KtU. CHANT UR ALILHAHUNS NLRUt IU IHt APPKUVLU
DRAWINGS OR PROJECT AFFER THE DATE BELOW SHALL BEAPPROVED EY THE
BUILDING OFFEIAL
pN Df SPAINGlIELD R dN
APPROVED EYc DATE: /
NOTICE: This permit shall expire if the work authorized under
this permit is not commenced or is abandoned for any 180 day
period.
ATTENTION: Oregon law requires you to follow rules adopted by the
Oregon Utility Notification Center. Those rules are set forth in OAR
952-001-0010 through 952-001-0090. You may obtain copies of the
rules by calling the center. (Note: The administrative telephone
number for the Oregon Utility Notification Center is (800)332-2344.
Crone Drafting & Design
69126 Ummsq Lent
eneta, OR. 97487
HONE (541) 543-3302
m G M uswrean ar at orsee
mxmrmm m o¢IX uuuwa s« DE4lS
N9lu OFIX NL Ib'.LL MO SQF BNLIP
Otl6 IIRIIFII <oF1�.S IM1E PIEIB£] F
ex scum sous m oumms
HOUSE ADDITION
525 32nd. St.
Sprinafield. Or. 9747
PLOT PLAN
7 -
BT. DWG ND
6 RDC
scut 1116-= t'—a" DATE
IC�u
EXISTING EAST ELEVATION
1/4'= V-0'
EXISTING NORTH ELEVATI❑N
1/4'= V-0'
EXISTING FLOOR PLAN
Crane Drafting & Design HOUSE ADDITION
89128 Umanski Lane 525 32nd. St.
Veneta, OR. 97487 Springfield, Dr. 97477
PHONE (541) 543-3302
I..1.!.YKLM1.11. EXISTING HOUSE
or vc w'n'c v... m mr MnM
xcwomu tms iN' IISN i' w. ".T
SCALE 1/8'= 1'-0' IF PRINTED DN 11'X17' "i L1 11IIS "ss°
nl"[ rvAIX N K Yrt NS rm EDh V SIZE DRAWN BY: BVG NO 2
JAD TuMY�c�rsYu.i"i¢a�•r"m�s*+icmw�noi�ic B RDC
SCALE 1/4'= 1'-0' IF PRINTED DN 22'X34' m"=. aY,=E.1L.�MSIYV.tWILD). DATE
JAN Pn17
GENERAL NOTES:
SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING
FROM THESE NOTES SHALL APPLY. WRITTEN DIMENSIONS HAVE
PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH OWNER
BEFORE COMMENCING WORK.
ALL DESIGN SHALL COMPLY WITH CURRENT REGULATIONS OF
THE UNIFORM BUILDING CODE, CURRENT C.A.B.O., AND ANY OTHER
APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS,
3, THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SHALL
NOTIFY CRANE DRAFTING OF ANY ERRORS
OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION.
4. ANY CHANGES FROM THESE PLANS MUST BE APPROVED BY THE
ENGINEER AND APPROPRIATE AGENCY PRIOR TO OR DURING
CONSTRUCTION.
5. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, INCLUDING
SEPTIC LOCATION, PRIOR TO CONSTRUCTION.
8. DIRECT ALL SURFACE RUN—OFF WATER AWAY FROM FOUNDATIONS
AND AWAY FROM BLUFF EDGES.
II
I�
I
II
ii EXISTING HOUSE
II
I I
II
II
II _
I I �K*
II
2 PROPOSED
ADDITION
VAULTED MUNG
OCET
CAST
PROPOSED
COVERED
PATIO
_6x6 POST
PROPOSED FLOOR PLAN
1/4"= P-0'
PROPOSED
ADDITION
vAULTEO CEYWG
PROPOSED
ADDITION
AER -HWS TO MATCH
EXISIING HOUSE
MOFZHG TO HATCH
ExrsTIK, HOUSE
SIDING TO HATCH
C%IS11NG HOUSE
PROPOSED
ADDITION
EXISTING HOUSE
tile
0�� �G
PROPOSED NORTH ELEVATION
1/4'= 1'-0'
317
HE
SIDING TO HATCH
ESISTIHG HOUSE
PROPOSED EAST ELEVATION
1/4'= P-0'
SCALE 1/8'= I'-0' IF PRINTED ON 11'X17'
SCALE 1/4'= 1'-0' IF PRINTED ON 22'X34'
S SOIYWG TO HAIC.
C[ISTiXG HOUSE
Crane Drafting 8 Desigr
89128 Unanski Lane
Veneta, OR. 97487
PHONE (541) 543-3302
1.S WAVING IS GW THE @ IREETIM
.1 ONE RMLDM bar. W NOT Nn ve
REGRp MIS IKb 'Ew IN MIY YnY
Y11. w11IEN K.IS51W OF
.E MISIX Il IS 1. RE.MILITY W
'..1m To EHE. WnY. TW ERR0.5
NN 1. EKES ML LME "0 SIATC wLLmN6
EMS. WRITTEN 01KMIW4 eY P .KH,E
HOUSE ADDITI❑N
525 32nd. St.
Springfield, Or, 97477
PROPOSED FLOOR
PLAN & ELEVATIONS
S12E PRAWN BY: DWG Na Kv
B RDC 3 1 B
ASSUMED
LIVE LOAD @
DESIGN LOADS:
FLOOR —
40
PSF _- - _- - -
FOUNDATION NOTES
i
-
-FOOTINGS ARE TO BEAR ON-UNDISTURBED—LEVEL SOI_
DEAD
LOAD @
FLOUR =
10
PSF
DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS
MAINTAIN THE REQUIRED DEPTH BELOW
LIVE
LOAD @
ROOF =
25
PSF
TE UN
HFINAL RADE
�.
DEAD
LOAD @
RDDF =
15
PSF
SOIL BEARING PRESSURE ASSUMED TO BE 15DO PSE
I
LIVE
LOAD @
DECKS =
60
PSF
ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A
DEAD
LOAD @
DECKS =
10
PSF
MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 95%
SOIL
BEARING
PRESSURE =
1500 PSF
CONCRETE:
EXPOSED TO WEATHER: 3.000 BS'.
—PORCHES. STEPS, CARPORT
SLABS EXPOSED TO WEATHER: 3,500 PSI.
( AS PER U.B.C. APPENDIX CHPT. 26. TABLE A -26—A)
II
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II
II
II
II
II
II
1
EXISTING HOUSE
II
II
II
II
II
II
L
_________________________________�___r___
I/2' RgN00R B➢LTSF
F 48' OC NIN VITxIN 12' OF
BCIgR➢ ENDS
PROPOSED
4" REINEORCEB CONCRETE SLAB ADDITION 4• REINFp E0 CONCRETE SLAB
PROPOSED
4' REINTORCEB CONCRETE SLAB COVERED , REINEORCEO CONCRETE SLAB
PATIO
F❑UNDATI❑N PLAN
1/4'= 1'-0'
CONCRETE SIDEWALKS TO HAVE 3/4 IN TOOLED JOINTS
II AT 5 FT. (MINIMUM) O.C.
II
II ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
jl TREATED OR PROTECTED WITH 55" ROLL ROOFING.
II
II
II
II
I
1/2' REDHEAD ANCHOR
BOLTS @ 48' OC.
4' CONCRETE SLAB
W/ #4 BAR @24' ❑C EACH WAY
MIN. 4' COMPACTED FILL
FOOTING TO BE ON UNDISTURBED SOIL
OR COMPACTED SAND OR GRAVEL
F❑UNDATI❑N SECTI❑N TYP.
NTS
N❑TES.
(3) #4 RE -BAR
0 USE METAL FASTENERS AT ALL BEAMS TO SUPPORT MEMBER CONNECTOINS.
EI USE SIMPSON U210 JOISTS HANGERS @ FLUSH BEAMS,
EI ALL NAILING TO BE IN COMPLIANCE W/ CABO TABLE 602.3(a),
SCALE 1/8'= 1'-0' IF PRINTED ON 11'X17'
SCALE 1/4'= Y-0' IF PRINTED ON 22'X34
Crane Drafting & Desigr
89129 Unanski Lane
Veneta, DR. 97487
PHONE (541) 543-3302
181, AMYIK. IS 1. 1K ..IS.
➢r ONE moo t sOi,_ m W1 co F, rR
RERiH tlICC imIKWxni M: Ix !NV vFr
YligVi V I, is MRXISSI@i
MXC 5¢i' Ii IS i'w35RWSIHILIii [f
EHS ip 1 LIX TAP VIWS'D [ L.l.
aH 10 cXTce ALL Llcu exo s.1c HUILHINu
HOUSE ADDITI❑N
525 32nd. St.
Springfield, Or. 97477
F❑UNDATI❑N PLAN
SIZE ORAVN BY ➢VG NO 4 REV
B RBC
Ire' = 1'-0'
WOKE 2X6 TOP PLATE
RIGID INSULATION
XX HEADER
2X NAILER
(TYP) KING STUD
HEADER DETAIL
NTS
ROOF FRAMING PLAN
1/4'= 1'-0'
R-38 CEILING I�NSIlI`4[/AATTIJNN
ENTEU. �V(
IIO
VD
ON-HEATEDATE
ATTIC
13
�2 B
11
DOUBLE 2X TOP PLATE —�
MATCH EXISTING MUSE 8'-D'
1X2' GYPSUM BOARD CEILING 6
WALL INTERIOR FINISH
VAPORBARRIER AT INNER FACE,
OF ALL EXTERIOR WALLS OR
VAPOR BARRIER PAINT
INTERIOR
R -ED WKL
NATES;
RIGID INSULATION UNLESS NOTED OTHERWISE
CI INTERIOR BEARING WALL MEADdkS (iI BE
4X6. UNLESS NOTED OTHERWISE
CI INTERIOR NON- BEARING WALL HEADERS TO BE..
DBL 2X4, UNLESS NOTED OTHERWISE
CI COORDINATE PREWIRE FOR TV FTERFO
TELEPHONE AND SECURITY BY. TEM WI'H OWNE2
CI MECHANICAL SYSTEM TO BE DESIGNED BY
NEEOSNpN➢ COMPLYA WIDTH NIC I_ y OWNERS
CONTRACTOR TO VERIFY ALL DIMEN'17NS
PRIOR TO CONSTRUCTION
CI TYPICAL ANGLE IS 45 UNLESS NLIiEJ OTHERWISE
ALL NAILING TO BE IN COMPLI^:M^_E V/ CABO
TABLE 602.3(0
TYPICAL WALL SECTI❑N
SCALE 1/2' = 1'-0'
DF VENTING
?E CONTINUOUS RIDGE VENTSFANDESOFFITD VENTS AS TREQUIRED,
<8'XB' JACK VENTS MAY BE USED IN PLACE OF RIDGE VENTS3.
SCALE 1/8'= 1'-0' IF PRINTED ON 11'X17'
SCALE 1/4'= 1A-0' IF PRINTED ON 22'X34'
Crane Drafting 8 DE
89128 Unanski Lane
Veneta, OR. 97487
PHONE (541) 543-3302
301£ TO MATCH EXISTING
2X1) RAFTERS AT 24' OE.
ISM VATCR/KATFER PROOF
BNLDII5 WRAP, LAPPED
IR" COX PLYWOOD RDEF
SHEATHING, M CROP.
led HAILS 8 8' DC,
2X4 INSULATION BAFFLE
In MAINTAIN 1' AIRSPACE
2 X SOLID BLDCXlNG
HIGH -HEEL TRUSS
TAIL. OUT TO le
2X6 FASCIA AND RAIN GUTTER
2X12 SCREENED VENTS 8 6'-V OC
EXTERIOR
SIDING TO MATCH EXISTING
IBX WATER/WEATHER PROEM'
BUILDING WRAP, LAPPED
VY CDX PLYWOOD WALL SHEATHING.
D3 ED. BU NAILS B VEDGE. 12' FLD
2X VKL STUDS AT 16' D.C.
(TYPICAL B ALL EXT- WALLSI
pC DIE PALERMO MY. 1X1 NET CLAY OR
gFPR . MpS IKOMNTION IN ANY N/AY
VIIMJT WRITTEN PERIMSSUEP Q
FiNC NBM IT R TK TEBPFMIBILITT M
LTNTRfiLIOt It
C.. MRAvII(L CCR CRRdS
AXp
It LKCC KL LOCAL AND STATE BU6pD4
''JSwc
HOUSE ADDITI❑N
525 32nd. St.
Sorinofield, ❑r. 97477
ROOF FRAMING PLAN
BZE DRDCN BYE "we"
5 IV
M00' TO ..HCH EXISTING
MER 1/Y' KYMtla SHEATHES '
zXla s YA' O.c
RYNOm BAiRE TO PRINCE
I' BUIL CIEARAXCE
SUMMER X-1 CR CWK
KMT BLOC,
YM &aPRNG
Y 8 FASDA ®.
DUTIES k DORMEPOUT
R -M EMSUu VEMN
1/Y- PLAN.KO ^#TIT XV KMTS
1/2' GIP. BD
YN IEIXiR
OBL 24 TOP RATE
i/2' ➢SB W1 NvNG
1/2' '�'
S-YI &SOLANUM
2A SIWS O IV DC
EAVE DETAIL
(VAULTED)
Ire' = 1'-0'
WOKE 2X6 TOP PLATE
RIGID INSULATION
XX HEADER
2X NAILER
(TYP) KING STUD
HEADER DETAIL
NTS
ROOF FRAMING PLAN
1/4'= 1'-0'
R-38 CEILING I�NSIlI`4[/AATTIJNN
ENTEU. �V(
IIO
VD
ON-HEATEDATE
ATTIC
13
�2 B
11
DOUBLE 2X TOP PLATE —�
MATCH EXISTING MUSE 8'-D'
1X2' GYPSUM BOARD CEILING 6
WALL INTERIOR FINISH
VAPORBARRIER AT INNER FACE,
OF ALL EXTERIOR WALLS OR
VAPOR BARRIER PAINT
INTERIOR
R -ED WKL
NATES;
RIGID INSULATION UNLESS NOTED OTHERWISE
CI INTERIOR BEARING WALL MEADdkS (iI BE
4X6. UNLESS NOTED OTHERWISE
CI INTERIOR NON- BEARING WALL HEADERS TO BE..
DBL 2X4, UNLESS NOTED OTHERWISE
CI COORDINATE PREWIRE FOR TV FTERFO
TELEPHONE AND SECURITY BY. TEM WI'H OWNE2
CI MECHANICAL SYSTEM TO BE DESIGNED BY
NEEOSNpN➢ COMPLYA WIDTH NIC I_ y OWNERS
CONTRACTOR TO VERIFY ALL DIMEN'17NS
PRIOR TO CONSTRUCTION
CI TYPICAL ANGLE IS 45 UNLESS NLIiEJ OTHERWISE
ALL NAILING TO BE IN COMPLI^:M^_E V/ CABO
TABLE 602.3(0
TYPICAL WALL SECTI❑N
SCALE 1/2' = 1'-0'
DF VENTING
?E CONTINUOUS RIDGE VENTSFANDESOFFITD VENTS AS TREQUIRED,
<8'XB' JACK VENTS MAY BE USED IN PLACE OF RIDGE VENTS3.
SCALE 1/8'= 1'-0' IF PRINTED ON 11'X17'
SCALE 1/4'= 1A-0' IF PRINTED ON 22'X34'
Crane Drafting 8 DE
89128 Unanski Lane
Veneta, OR. 97487
PHONE (541) 543-3302
301£ TO MATCH EXISTING
2X1) RAFTERS AT 24' OE.
ISM VATCR/KATFER PROOF
BNLDII5 WRAP, LAPPED
IR" COX PLYWOOD RDEF
SHEATHING, M CROP.
led HAILS 8 8' DC,
2X4 INSULATION BAFFLE
In MAINTAIN 1' AIRSPACE
2 X SOLID BLDCXlNG
HIGH -HEEL TRUSS
TAIL. OUT TO le
2X6 FASCIA AND RAIN GUTTER
2X12 SCREENED VENTS 8 6'-V OC
EXTERIOR
SIDING TO MATCH EXISTING
IBX WATER/WEATHER PROEM'
BUILDING WRAP, LAPPED
VY CDX PLYWOOD WALL SHEATHING.
D3 ED. BU NAILS B VEDGE. 12' FLD
2X VKL STUDS AT 16' D.C.
(TYPICAL B ALL EXT- WALLSI
pC DIE PALERMO MY. 1X1 NET CLAY OR
gFPR . MpS IKOMNTION IN ANY N/AY
VIIMJT WRITTEN PERIMSSUEP Q
FiNC NBM IT R TK TEBPFMIBILITT M
LTNTRfiLIOt It
C.. MRAvII(L CCR CRRdS
AXp
It LKCC KL LOCAL AND STATE BU6pD4
''JSwc
HOUSE ADDITI❑N
525 32nd. St.
Sorinofield, ❑r. 97477
ROOF FRAMING PLAN
BZE DRDCN BYE "we"
5 IV
ELECTRICAL FLOOR PLAN
IC:E DUPLEX OUTLET
:Q FLOOR DUPLEX OUTLET
CW_P. WEATHERPROOF OUTLET
Imo- 220 VOLT OUTLET AS REQ'D.
Il�:rG.F.L GROUND FAULT INTERRUPT
s
I®. SPECIAL DUTY RECEPTACLE
S SWITCH
S' THREE WAY SWITCH
CEILING OUTLET
CEILING LIGHT FIXTURE
WALL LIGHT FIXTURE
RECESSED CEILING LIGHT FIXTURE
EXTERIOR LIGHT FIXTURE
Q SMOKED R 1 / BATTERY BACKUP
100 CFM EXHAUST FAN (V.T.O.)
QT TELEPHONE JACK
INDIVIDUAL STYLE HEATER
220 VOLT (SEE SCHEDULE)
O FLUORESCENT LIGHT
FLOOD LIGHT
THERMOSTAT
EMERGENCY LIGHT W/ BATTERY BACKUP
® ELEC PANEL
Crane Drafting 1t D
89128 Unnnski Lane
Veneta, DR. 97487
PHONE (541) 543-3302
HOUSE ADDITI❑N
525 32nd. St.
Springfield, ❑r. 97477
ELECTRICAL PLAN
or a uuuu,ro uric. m rot cwr �
REGVO. Wff T45 I.Yptw.fid Ix t»t vii
SCALE 1/8'= 1'-D' IF PRINTED ON 11°X17' "IiWr�"`"KOISSIW�
•_ ,_ .vm m e i crcµ r'T4;e wnolm B RBC REV
B
uanacto" ,o SrER wnvixcs rs i"IA1S
SCALE 1/4'= 1 0° IF PRINTED ON P2'X34' mYi Ri,PY1 SpSM HY Y Q
isms vo•- r_n• ienl oma