HomeMy WebLinkAboutB16-0453 000-000-000FAIRBANKS RESIDENCE REMODEL
170 PARSON LANE, OROVELLE, CA 95966
OVERALL S= eusw ?ter,
..1
I
EXISTING HOUSE ---
AREA OF REMODEL
APPLICABLE CODES
2013 CALIFORNIA ADMINSITRAT VE CODE (CAC)
Part 1, Title 24, Califomia Code of Regulations (CCR)
2013 CALIFORNIA BUILDING CODE (CBC)
Part 2, Title 24, CCR
Based on the 2009 Intemational Building Code (IBC)
2013 CALIFORNIA ELECTRICAL CODE (CEC)
Part 3, Title 24, CCR
Based on the 2008 National Electrical Code (NEC)
2013 CALIFORNIA MECHANICAL CODE (CMC)
Part 4, Title 24, CCR
Based on the 2009 Uniform Mechanical Code (UMC)
2013 CALIFORNIA PLUMBING CODE (CPC)
Part 5, Tittle 24, CCR
Based on the 2009 Uniform Building Code (UPC)
2013 CALIFORNIA FIRE CODE (CFC)
Part 9, Title 24, CCR
Based on the 2009 Intemational Fre Code (IFC)
D °S17114 PROF. A
Kevin R. Robertson, Architect �OR• R06F �p
1935 Campbell Ave. v J�� 9T�Z �A
Oroville, CA. 95966
(530) 990-5749 NO
krr9990hotmail.com
71;)"�'V 08-3�
OF CAL
1FR(Q�IFIF,(C''I� DATA
SCOPE OF WORK:
REMOVAL OF EXTERIOR NON-BEARING WALL
AND CONSTRUCTION OF NEW EXTERIOR WALL
ENCLOSING CURRENT COVERED PORCH AREA
THEREBY EXTENDING LIVING ROOM SPACE.
AREA OF RENOVATION: 196 SQUARE FEET
OCCUPANCY GROUP: RESIDENTIAL
CONSTRUCTION TYPE: V- NON -RATED
APN NUMBER: 079-080-019-000
ZONE:: MDR
ACRES: 02289
Complete construction Post Debris Recovery
final report and V.O.C. documentation and
submit to Building Division prior to final
hiiilrlino incnnntinn
DRA�M(G HqDEX
SHT. CONTENTS
ARCHITECTURAL
A100 TITLE SHEET
A101 OVERALL FLOOR PLAN
I A2001 DEMOLITION FLOOR PLAN
A201 I NEW FLOOR PLAN
A300 WALL ELEVATION
A301 BUILDING SECTION
A800 DET"" C
PROVIDE SMOKE DETECTORS/ALARMS
AS REQUIRED BY 2013 CBC SECTION 907 AND 2013
CRC SECTION R314
PROVIDE CARBON MONOXIDE DETECTORSIALARMS
AS REQUIRED BY 2013 CBC SECTION 420.6 AND 2013
CRC SECTION R315
PRO= APPROVAL
BUTTE
COUNTY
APR 19 2016
DEVELOP.,1ENT
SERVICES
RecheoL.
r1e, 6:�,e�
T= %flEff
Permit PROJECT TITLE
B16-0453 FAIRBANKS RESIDENCE REMODEL
170 PARSON LANE Oroville CA.
SCALE
VT = T -V Kevin R. Robertson, Architect
Date Revision A 10 0
02/26/2016 --
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(E) COLUMNS - PROTECT REMOVE SECTION OF EXISTING
IN PLACE CONCRETE PATIO, -
PROTECT COLUMN FOOTINGS
REMOVE SECTION rl=
-
1ATH OF EXISTING WALL
107 - II
EXISTING DOOR TO
BE REMOVED
DINING EXISTING WINDOW
JNDRY 105 TO BE REMOVED
106
REMOVE SECTION
r - OF EXISTING WALL
' REMOVE DROP
CEILING AND
FRAMING IN DINING v
ROOM
i
i LIVING
ROOM
i � 103
i
KffCHEN i\ --EXISTING VAULTED
CEILING -IN LIVING
104 i ROOM TO REMAIN _
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MASTER
BEDROOM
114
BATH
113
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SHEET�TIm
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Permit PROJECT TITLE
B16-0453 FAIRBANKS RESIDENCE REMODEL
170 PARSON LANE Oroville CA.
+ SCALE
Kevin R. Robertson, Architect
+ Date Revislon IA101
02/26/2016 --
•NEW EXTERIOR w
NEW DUAL PANE WINDOWS,
OUTLET THIS
- 4 TOTAL - OFCI
LOCATION = NEW 2X6 WALL'
NEW FRENCH DOOR -
OWNER FURNISHED r
CONTRACTOR INSTALLED +
t WP/GFCI r
■ ■ ■ s ■ a ■F PERMIT #..
N y 3 -Ox -0 W 3 -Ox -0 W 3 -Ox -0 W 3-0x -0 W BUTTE COUNTY DEVELOPMENT SERVICES '
qP
REVIEWED FOR
BATH -®DE MPLIAN E ! -
' '
• r ' DATE 3 1 6 BY
2'-0° 3'-b'. 2'-2 1/2° 4'-10 3/4' 4'-10 3/4' 2'-2 1/2' 3'-b° 2'-0° I .
' NEW 2X4 INFILL -FRAMING • ; -
r POUR NEW CONCRETE OVER EXISTING PATIO TO MATCH L-
° - EXISTING FINISH FLOOR ELEVATION, NEW CONCRETE SHALL *.
BE 2500 PSI -'MIN. THICKNESS 3" W/ #3 BARS AT 16" O.C. ----�
NOTES,
' r , - , •- `' DINING x �`' " RELOCATE EXISTING HVAC REGISTERS AS
' LAUNDRY~ 105 - - NEEDED TO FACILITATE WORK SHOWN.`
_ l
106 �' I - f _
�� ' ,. _ r , . •- INSTALL NEW CAN LIGHTS -AT EVENLY
SPACED PATTERN IN NEW CEILING AREAS
COMPLY WITH CALIFORNIA
ELECTRICAL CODE- ARTICLE 410.30&
314.27 (A&D) Fixtures Lamp hol,*fs
&receptacle Outlets shall be securely
supported complying with these CEC Articles
INSTALL' NEW LIGHT FIXTURE'ABOVE;
DINING ROOM TABLE ',_ `' • a USE EXISTING LIGHTING CIRCUITS
`
"COORDINATE NEW SWITCH LOCATION WITH
OWNER - .NEW FIXTURES SHALL BE HIGH
t ; NEW FINISHED CEILING AT 9'-0" A.F.F. v - r EFFICACY LIGHTS OR SHALL BE OUTFITTED
WITH DIMMABLE CONTROLS. EXTERIOR
INCANDESCENT,LIGHTS ARE ADDED PROVIDE
PHOTOCELL W/ MOTION SENSOR.
EDGE OF; EXISTING VAULTED CEILING PROVIDE NEW ELECTRICAL -OUTLETS SO' .
TO REMAIN _ THAT NO POINT MEASURED HORIZONTALLY '
N• s I ALONG THE FLOOR LINE IS GREATER THAN
LIVING .. -
6-0" FROM AN OUTLET, _
., R M
t ALL NEW GLAZING IN DOORS AND WINDOWS
�. i , • I{ 103 _ l SHALL BE SAFETY / TEMPERED GLAZING,
KITCHEN a i
... � 104 I.. -• . • • � - .
FED
SMOKE DETECTORS/ALARMS
BY 2013 CBC SECTION 907 AND 2013
ry O noN R314
�1 _ I! I♦
s I PRS CARBON MONOXIDE DETECTORS/ALARMS ;
1,>OMPLY WITH CALIFORNIA I r I LAR
AS ' - �SEO ARC,y
ELECTRICAL CODE- ARTlGLE 210ja
Q,' O 2013 CBC SECTION 420.6 AND 2013
- t: 4,. CRC R315 ! _ \(j� µ. ROBE
I i -
Requirements For Arc fault interrupter on ' ' 4 �/ ,���olt15 & 20ampere branch circuits supI I ` . Y�
_ outlets In dwelling unit
08
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SHEET TInE
] I W FLWR PIAN w
s - •. _ ' _ - k Permit # PROJECT TITLE
1 p
B16-0453' : FAIRBANKS RESIDENCE REMODEL
170 PARSON LANE Oroville CA.
SCALE
` - 4' =1-0' Kevin R. Robertson, Architect
DateRevision A 2 01 -
- 02/26/16. --
0
PERMIT #
BUTTE COUNTY DEVELOPMEN T SERVlC!::-
REVIEWED FOIA
CODE PLIA CE
DATE
BY
9'-0" AFF.
CLG. HEIGHT
6'-8" A,F.F,
OPENING HEIGHT
,--WINDOWS SHOWN
ARE PELLA SINGLE
HUNG SERIES 350 -
COORDINATE EXACT
UL SIZE AND MODEL W/
OWNER
FELLA WOOD EXTERIOR IN -SWING DOUBLE DOOR WITH 2'-8" LEAVES �c�ED ARCh,7
AND 18" SIDELIGHT AT EACH SIDE OR EQUIVALENT - COORDINATERO
B T�
EXACT SIZE AND MODEL W/ OWNER
� 2
PqrrEFJOR WALL ELEVATION
08-3'%' CQ�`
.OF CALF
SHEET ME
MINOR M"AnON
Permit # PROJECT TITLE
• - B16-0453 FAIRBANKS RESIDENCE REMODEL
170 PARSON LANE, Oroville CA.
• SCALE Kevin R. Robertson, Architect
am -m
Date Revision [A300
02/26/16 _—
■
BOTTOM CORD OF
(E) TRUSSES BEYOND
n'
II
II II INSTALL NEW GYP BOARD
EXISTING DROP CEILING FRAMING II II AT NEWLY ENCLOSED
ABOVE DINING ROOM TO BE II II SPACE -- FINISH CORNERS,
REMOVED- INSTALL NEW GYP II II FLUSH W/ (E) FINISHES AND
BOARD AT UNDERSIDE OF II II TEXTURE TO MATCH
EXISTING TRUSSES 9'-0" A,F,F, AND II Il EXISTING
INSTALL NEW LIGHTING II II
II l
NEW CONCRETE OVER EXISTING PATIO II
W/ 1'-0" THICKENED EDGE - 2500 PSI II II NEW 3 -COAT STUCCO AT
W/ #3 BARS AT 16" O.C. EA. WAY II II NEW EXTERIOR WALLS TO
II II MATCH EXISTING EXTERIOR —
I
II .I
. II II
EXISTING WALL TO BE REMOVED
II l
EXISTING STUCCO TO BE REMOVED
II II
OMN
II I o giros
PROVIDE ONE ADDITIONAL #3
EXISTING CONCRETE TO BE REMAIN BAR 3" FROM THE BOTTOM
OF THE THICKENED EDGE -
0
INSTALL NEW R-30 CEILING
INSULATION THROUGHOUT
j NEWLY ENCLOSED AREA
EXISTING TRUSSES TO
REMAIN UNALTERED
EXISTING HEADER TO
REMAIN n
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICE":
(E) ROOFING, EAVE AND REVIEWED FOR .r
FASCIA TO REMAIN CODE �MPLIAN �-
[ DATE _ �r6 BY
USE SINGLE CONTINUOUS
TOP TRACK BETWEEN
EXISTING COLUMNS -
FASTEN THROUGH
UNDERSIDE OF TOP TRACK
TO HEADER W/ 2-16d NAILS
@ 24" O.C.
NEW 2X6 FRAMED WALL
UNDER EXISTING HEADER
INSTALL NEW R-19 WALL
INSULATION AT NEW
FRAMED WALLS
INSTALL NEW DOOR AND
WINDOWS IN NEW WALL PER
MFR'S RECOMMENDATIONS
FASTEN NEW BOTTOM
TRACK TO CONCRETE W/ �gEO AF?
POWDER ACTUATED V� R Roe F
FASTENERS @ 16" O.C.
F,9�� p�
EXISTING CONCRETE PATIO
TO REMAIN- PATCH AS
REQUIRED
SECTION OF EXISTING PATIO
TO BE REMOVED FOR
THICKENED EDGE AT NEW
s►r nnF
swn(
CONCRETE, SECTION
Permit #
BUELDING SECTIOT
STUCCO
CEMENT
PLASTER
SYSTEM OIN
WIRE MESH
R.O. WDA
WINDOW HEAD AT PIASTER FINISH
Bl
ST
CE
PL
SY
Wl
19 UNFACED BATT
31LATION AT 2 x 6 EXTERIOR
COD STUD WALL
VO -PLY SUPER JUMBO TEX
MINUTE FORTIFIBER BLDG
PER 0/ V2° PLYWOOD
iEATHINGL
TYP. REBAR
LAP LENGTH
BAR
2000
2500
3000
3500
4000
SEE
40
60
40
60
40
60
40
60
40
60
#3
24
36
21
32
20
29
19
26
V
25
19
28
16
24
15
23
15
21
13
20
32
46
28
42
25
38
24
36
23
33
24
W
21
32
20
29
19
28
V
25
39
M
34
51
32
47
29
43
28
41
30
45
26
39'
25
37
23
34
21
32
#6
46
69
42
62
38
56
36
52
33
49
36
54
32
47
29
43
28
41
25
38
#7
67
101
60
90
55
82
51
76
47
71
52
77
46
69
42
63
39
59
37
55
#8
T7
115
68
102
63
94
58
86
55 -
81
59
89
52
78
49
72
45
67
42
63
#9
186
129
77
115
71
106
65
98
62
91
67
99
59
89
55
81
51
76
47
71
#10
95
143
85
128
78
m
72
108
68
102
73
110
69
98
60
90
56
84
52
78
#11
104
156
94
1 141
86
128
80
1 M
75
111
81
121
72
108
67
99
62
1 91
58
86
i— CONC. flC IN psi
i— BAR GRADE
i- TOP BARS, TYR ON)
i— OTHER BARS, TYR ONS
ALANr
NOTES:
NDOW AS SELECTED
1 INCREASE LAP LENGTHS 33% FOR LIGHT
3. CONCRETE DESIGN STRENGTH = 2500 psi
r OWNER
WEIGHT CONCRETE, AND AT FOUR BAR
-SPECIFIED DESIGN STRENGTH = 3500 psi
BUNDLES WHERE 2 BARS LAP WITH 2
SEE CONCRETE SECTION NOTES ON SHEET Sl
OTHER BARS).
2.TOP BARS - HORIZONTAL BARS PLACED
WITH MORE THAN 12° OF FRESH CONC.
CAST IN THE MEMBER BELOW THE
BARS
6d (2 V7 MN) L Lcc d O d
+ + T�+ T "
D
7Yp.
1>SL"Mi 135*
MIN. INSIDE MIN. INSIDE
BAR BEND D °D" BAR SIZE BEND 0
#3 - #8 6d #3 - #5 4d
#9 - #11 8d #6 - #8 6d
#14 & #18 1Dd
STANDARD BAR HOOKS & BENDS TYPICAL STIRRUPS & TIES
FOR CONCRETE
SEE REBAR LAP
SCHED. U.O.N.
FOR CMU: SEE
REBAR LAP SCHED.
6
16 gs MIN. TIE WIRE
O REBAR IAP SCHEDULE OI MM HOOKS AND BENDS
LE
SCA7=1-0SCALE NT.S
WINDOW AS SELECTED BY
OWNER
SEALANT
1 x 4 PONDEROSA PINE WOOD
SILL MATCH EXISTING INTERIOR
SILLS
1 x 2 PONDEROSA PINE WOOD
APRON MATCH EXISTING INT ERI
SILLS.
RUN MEMBRANE WINDOW
FLASHING INTO ROUGH OPENIN
TWO-PLY SUPER JUMBO TEX 60
MINUTE FORTIFTBER BLDG
PAPER 0/ V2° PLYWOOD
SHEATHING
R-19 UNFACED BATT INSULATI01�
AT 2 x 6 EXTERIOR WOOD STUD
WALL
07-170t00 A8.1
WDMW SILL AT PIASTER FINISH 4
(JAMB SM) SCALET=170- O
SCALE- N.TS. I O
OFRMIT#
BUTTE COUNTY DEVELOPMENT SERVICE`
REVIEWED FOR
°kaODE MPLIANCE-
OATF_ --
AFRJ
T
ROeF9� tt`OjA SHEET m1F
$Z DETAIL
N Permit #
816-0453
SCALE
NOT®
OF CALF Date
02/26,
PROJECT TITRE
FAIRBANKS RESIDENCE REMODEL
170 PARSON LANE, Orovflle CA.
Kevin R. Robertson, Architect
6 Revision ^ Q 0 0
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT• SERVICES -BUILDING Submit completed form in person or by. \
mall to:
CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Butte County Development Services -
Final inspection will not be scheduled until completed report submitted Building
_0 7 County Center Drive
APN� Building Permit # y , Oroville, CA 95965
Owner Name: Owner Phone: ( 1
Jobsite Address: Project Type: fl Construction -1 Demolition
f
Jobsite Contact: Company: Jobsite Phone: ( )
MATERIAL Rouse Recycle Disposal
Tonnage Tonnage Tonnage
ACTUAL FACILITIES/SERVICE PROVIDERS USED
Inert Material (Concrete, asphalt)
Lumber
Plant free bris
Dry Wall
Metal
Cardboard i
Other.
Other:
Total tons of material disposed of (not recycled or reused)
Attach copies of weight receipts, gate tags, or
Total tons of material not disposed (either recycled of reused) other verifying information for all materials
Percent recycled/reused % that were reused, recycled or disposed.
Please sign indicating that the above information is true and correct to the best of your knowledge:
Applicant:
(Owner or Contractor): Date: "
Circle which t
Final Report returned with comments: (Initial) Date:
Final Report approved:(Building Inspector) Date: .0°r • v'•••
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