HomeMy WebLinkAboutB17-2836 039-360-056I
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Civil Engineering &-Design
3115 Johnny Lane, Chico, CA 95973
Phone: (530) 521-2648 r
ericausmus(cDgmail.com
f. Engineering Calculations
Project'Name:* SMITH RESIDENCE
Site Information
1280 ORCHARD WAY
CHICO,CA 95926
T
\y
2
41F
X09:430- 2011,9.1
VV
V, AMSMUS
'EF X
•
1317-2836
039-360-0-5G
(SU;----NR00,\I) (420)
11/29/2017
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED COMPLIANCE
COMPLIANCE
I
DATE— Z 1, By+
PROJECT INFORMATION
i
Occupancy:
Code
SOILS DESIGN CRITERIA
Bearing Capacity:
Lateral Bearing
i
Friction Coefficient
Sliding Resistance:
14'X30' ENCLOSED UNCONDITIONED SUNROOM ADDITION TO SFR
Category 11
2016 CALIFORNIA BUILDING CODE; ASCE 7-10
Soil Investigation Report
Site Soil Class:
SEISMIC DESIGN CRITERIA
Force Resisting System(s)
1,500 PSF W/ 2,000 MAX USING WIND/SEISMIC
100 PSF/FT (INCREASE 1/3 FOR WIND OR SEISMIC LOADS)
N//A
130 PSF
NONE
LIGHT FRAMED WALLS SHEATHED W/ WOOD STRUCTURAL PANELS<
Analysis Procedure:
EQUIVALENT LATERAL FORCE ANALYSIS
Spectral Response Coefficient, Ss =
0.616 g
-
Spectral Response Acceleration, S1 =
0.2749
Spectral Response Coefficient, Sds =
0.537
Spectral Response Acceleration, Sd1 =
0.338
Design Category:
Seismic Design Base Shear, V
Response Modification Factor, R = 6.5
WIND DESIGN CRITERIA
Wind Exposure: C 1
Basic Wind Speed (3 sec. gust) : 110 mph
1
�' '
DESIGN :DEAD AND. L' VE LOADS
PSF
2X*STUDS AT 16" OC =
0.9
PSF
NOTE: SOME LOADS MAY NOT BE APPLICABLE
1.5
PSF
ROOF LOADS:
1.0
PSF
TYPICAL FLOOR LOADS:
2.2
PSF
t/2• Total Composition Roofing: =
4.0
PSF
FLOOR COVERING
= 8.0
PSF
ROOF FRAMING .. =
2.5
PSF
SHEATHING
= 2.3
PSF
SHEATHING , ; _
:,1.5
PSF
- FRAMING.
= 3.2
PSF
GYPSUM=BOAD ' _
-10- •
PSF
INSULATION
= 1.5
PSF
=
PSF
CEILING
= 3.1
PSF
=
PSF
MISCELLANEOUS
= 1.9
PSF
SUB -TOTAL =
11.0
PSF
FLOOR DEAD LOAD
= 20.0
PSF
SLOPE CORRECTION "X:12" 4.0
1.05
PSF
FLOOR LIVE LOAD
= 40.0
PSF
MISCELLANEOUS =
2.4
PSF
TOTAL FLOOR LOAD
= 60.0
PSF
ROOF DEAD LOAD =
14.0
PSF
MIN. ROOF LIVE LOAD =
20.0
PSF
SNOW LOAD SUMMARY: SEE WORKSHEET FOR DETAILS
ROOF SNOW LOAD =
0.0
PSF
GROUND SNOW LOAD
= 0
PSF
TOTAL ROOF LOAD =
34.0
PSF
ROOF SNOW LOAD
= 0
PSF
ADDITIONAL SNOW LOAD
ADDED TO SEISMIC
= 0
PSF
Wood Panel Siding T. _
1.3'
PSF
2X*STUDS AT 16" OC =
0.9
PSF
SHEATHING =
1.5
PSF
INSULATION _
1.0
PSF
GYPSUM=BD. • =
2.2
PSF
MISCELLANEOUS: _
„1.1.
PSF
TOTAL EXTERIOR WALL =
8.0
PSF
INTERIOR WALL LOADS:
GYPSUM BD (BOTH SIDES),- =
4.4
PSF
2x STUDS AT 16" O.C. =
1.5
PSF
MISCELLANEOUS =
2.1
PSF
OTHER =
0.0. ,...
PSF
TOTAL INTERIOR WALL =
8.0
PSF
DECK OR BALCONY LOADS:
SAME AS FLOOR =
20.0
PSF
DECK/BALCONY DEAD LOAD =
20.0
PSF
DECK/BALCONY LIVE LOAD =
40.0
PSF
DECK/BALCONY SNOW LOAD =
0
TOTAL DECK/BALCONY LOAD -
60.0
PSF
0
PSF
PSF
PSF
PSF
Response Spectral Acc. 0.2 -
p p ( sec) Ss = 61.60%g = 0.616g L Figure 22-1 through 22-14 s
-
Response Spectral Acc.( 1.0 sec) S, =27,40%g*.£
= 0.274g • Figure 22-1 through 22-14 "
• of
- Soil Site Class Dmf
_r .��- -
'
Site Coefficient Fa = 1.307.
Table 20-3-1,
; . Table 11.4-1
Site Coefficient Fv= 1.852
XTable 11.4-2
Max Considered Earthquake Acc.'SMs= Fa•Ss
= 0.805 i (11.4-1) F
Max Considered Earthquake AcciSM, = F,,.S,
= 0.507
5% Damped Design SDs =, 2/3(SMs)
= 0.537 r (11.4-3)
SDI = 2/3(Snrit)
,
0.338 "(1 1.4-4) ,
Building Occupancy CategoriesII
standard
Table 1-1 �
Design CategoryConsideratlon. „
Flexible Diaphragm
with dist. between seismic resisting system >40ft -
Seismic Design Category for 0.1 sec D
Table'11.6-1
`Seismic Design Category for 1.Osec D
Table 11.6-2..
_
ry „ S1 <.75g NA
Section 11.6
„.
Since Ta < .8Ts (see below), SDC = D
Control (exception of Section 11.6 does not apply)
• I
t
Comply with Seismic Design Category D12.8
Equivalent lateral force procedure +
A. BEARING WALL SYSTEMS
Seismic Force Resisting Systems 13. Lighi-framed walls sheathed with wood structural panels rated for shear resistance or steel sheets jrT,
A" ' 1 Ct= 0.02
�+
-x=,0.75 T-12.8-2
Building ht. Hn=,14.75
ft Limited Building Height (ft) = 65
Ca = 1.400 - •
for SD, of 0.338g Table 12.8-1 -
Approx Fundamental period;.Ta = Ct(hn)" .
= 0.151 12.8-7 - T� = 16.000 Sec
Calculated T shall not exceed :5 Cu.Ta .
= 0.211 Use T = sec.
0.8Ts = 0.8(SDt/SDs) 0.504 ' Control (exception of Section 11.6 does not apply) ,
,rt.::....
I's structure Regular & 5 5 stories? Yes >!•
12.8.1.3;
Response Spectral Acc.( 0.2 sec) Ss = 0.616g , '
Max Ss <_ 1.5g
i Fa = 1.31
5% Damped Design SDS = Z/3(Fa.Ss)
= 0.537g' (11.4-3){
Response Modification Coef. R = 6.5
Table -12.2-1 s
R
Over Strength Factor S2o =, 2.5
foot note g t
' Importance factor 1 = 1
Table 11.5-1
Seismic Base Shear V = CSW
t
t C5= SDs
=0.083 ' (12.8-2)
R/I
or need not to exceed', Cs = Sol
= 0.346 For Ts T� (12.8-3)
-
} (R/1).T
SDiTL
t or Cs=
(12.8-4)
- N/A For T > T�
T- (
4
r
Csshall not be less than = 0.01
, • . ( (12.8-5)
1t Min CS = 0.5S,1/R
N/A For S, z 0.6g , (12.8-6)
t b Use CS = 0.083
Desi n base shear V= 0.083 W-
t
Control12.14
r
Simplified Seismic base
t. T-tz.ta-t
�i v
p [ STRUCTURAL AREA NUMBER BLOCK'OF 1,
RBfockDescrf tion -r
SINGLE STORY BOUNDED BY 1 -2 -A -B +
Stories.. _
• �l
Plate Height
Ft.
77 7
Y.
.V
St6ry, Dead Load Calculator
f .
_-
;jArea 1 Load Type
Area 2 Load Type
W
ATOM
s.f.
s.f.
Ib.
s.f.
_'"
Ft 420 Sq. Ft. Roof Load.
Sq. Ft. None =
10,242
420
None?
* w Nore .ter
0
0
Fx N/S ,
( )
F; E/W
( )
.,:�, _,
F N/S
c ( �
None
fes(. None
0
0
Ft -Lb.)
Lb.'
Lb.
Note Dead loads assumefthe weight of partitions (exterior and interior) of.5-psf at top level and 10 psf at floor;
;saq� r
!* ` .
r
z a SKr
.,27
„level, , r
100%
846
�y Vertical Distribution of Forces �; Force Dlst�itiutlon
_'"
�Dlaphragm
..n
.. x i
W
h x
x x .i
, � w h
%Wxhx
Fx N/S ,
( )
F; E/W
( )
.,:�, _,
F N/S
c ( �
f NIS F (FINN)
( ) o
f, (FINN)
Lb. t
Ft.'
Ft -Lb.)
Lb.'
Lb.
Lb.'
psf Lb..
psf
Hroof .,h (ft) 10,242
8
8`1,932.85
100%
846
604
Lb.
846
2.0 604
1.4
0 1
0
1 0.00
0%
0
0
Lb.
0
0.0 0
0.0
0
0
rl', 0.00.
0% :
0
0
Lb.
01
0.0 0
0.0
,SUM 10,242
8.19E+04
846
604
Lb.
11/14/2017 Design Maps Summary Report
-ONt= Design Maps Summary Report
User—Specified Input
Report Title SMITH, 1280 ORCHARD WAY, CHICO
Tue November 14, 201.7 14:51:24 UTC
Building Code Reference Document 2012/2015 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 39.709510N, 121.83985OW
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
T
q,
Ile-
-3 'Pr T_7
4i.
V
o V
T Z
Tq
Z"
.4 ,
r
WA
2
'A
3Put tail
:'N 7,
�
7"
USGS—Provided Output
Ss = 0.616 g S,, = 0.805 g S,, = 0.537 g
S, = 0.274 g SMI = 0,507 g SDI = 0.338 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCERRespwsoSpatttrum D&sign Response Spectrum
am
ast
acs
a is
C
Period, T (sec) ! .
aU -
aA2
a Y,
a.zt
Q.0
IOG
0.:xl Q.W ara aal I.w 1,23 I.Co 143 ZOO
PeetaxL T (sec)
Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied,
as the
accuracy of the data contained therein. This toolijs riot a substitute for technical subject -matter knowledge.
https://earthquake.usgs.gov/cn1/designrnaps/us/summary.php?tempIate=minim.aI&latitude=39.70951&longituddl---121.83985&siteclass=3&riskcategory
I
1
STRUCTURAL"AREA NW ER'BLOCK
Basc,wind speed (3 sec gust) = 110 MPH Risk Category= ,II -
0 .Exposure c
I Roof Pitch = 4.00 :12 -
Mean Roof Height h = 10.25 ft
x 1.00 T-1.5-1
" t .
-5:35D
-9.656
22s1.e '
33.88A
t Adjustment factor A = 1.21 Fig 28.6-1 .
120.99G i 15.65H -19.34G -12.29H
-30.21E -20.62F -27.84E 15.91F
18.4 )
N-
All forces shown in psf 9,083333
L.
14.0 .
TRANSVERSE ELEV. `
_ 30
LONGITUDINAL ELEV. -
e.
23.1 2a= 6.Oft
10 % of least dimension=
1.4 ft
6.78 kips
40 % of the eave height =
3.6 ft
„
4 ft
19.8 psf
2.67 k
4 % of least dimension or 3 ft=
3.0 ft ,
.18.4.
18.6 psf
-30.2 -20.6
-21'.0 -15.6
15:360-�
Lon itudinal '
therefore a =
3.0 ft
.
30 ft M1
Example: ps =
A KZtlps30
All forces shown in psf
6.0 , KZi =
1.09
r
horizontal load at end zone ps3o =
19.1
X
22.61C
3.88A Height Adjustment factor A =
1.21 -
��
PLAN VIEW
,
#
-FIGURE 28.6-1,
Main'Wind Force System
23.14psf
MWFRS
t
'Load:
Direc tlPri
Roof
Angle
Horizontal Loads
Vertical Loads
r End Zone Interior zone End Zone Interior zone
Overhang
Wall (A) Roof (B) Wall (C) Roof (D) WW (E) LW (F) WW (G) LW (H)
EoH GoH
Transverse.
.18.4.
33.9 -9.7 22.6 -5.3
-30.2 -20.6
-21'.0 -15.6
42.4 -33.2
Lon itudinal '
All -
23.1 -12.1 15.4 -7.2 •
-27.8 -15.9
1 -19.3 -12.3 1
-39.0 1 -30.5
it root pressure unser nonzontai ioaas is iess than zero, use zero
Plus and minus signs signify pressureslacting toward and away from projected surfaces, respectively.,
For the design of the longitudinal MWFRS use 9 = 0°, and locate the zone E/F, G/H boundary at the mid -length of the building
FIGURE 6-3, COMPONENT AND CLADDING
Roof effective area = •15 • sq. ft, 6= 18.`4 Effective Area for wall element = 20 Sq: ft
Interior Zone 1 = 20.08 -26.68 psf Wall, Interior Zone 4 = 27.27 -29.62 psf
End Zone 2 = 2&08 r 39.00'psf End Zone 5 = 27.27 -35.71 psf
Conner Zone 3 = 20.08 , ' -51.23 psf - .
Roof Overhang effective area = 6 - _ ° Esq. ft _
Interior Zone 2 = -51.26 psf
End Zone 3 = -72.01; psf
2013 CBC EQ 16-12: D+H+F+(.6W,OR .7E) " !
2013 CBC EQ 16-13: D+H+F+.75(.6W)+.75L+.7(Lr• OR S OR R)
2013 CBC EQ 16-15: .6D+.6w+H
F
R0001,'ML DIAPHRAGM'LOADS NORTH -SOUTH iWw :
Awl -
` `'21;1y°� STRUCTURAL AREA;NUMBER.BLOCK 1:aOF'1 ` ` t'a .
Mean Rod Height? 10.3 ft
.,
a
r 2=to 3
3 to 4 •
4 to 5
�. {
, 6 to 7 ` `
'710 8't
n
•
+
Total Length
30.0
¢.14.0
. 8:0 n
0.0
,1.� 18
7
� •
a �
� '
t r
• 1
R0001,'ML DIAPHRAGM'LOADS NORTH -SOUTH iWw :
Awl -
` `'21;1y°� STRUCTURAL AREA;NUMBER.BLOCK 1:aOF'1 ` ` t'a .
Mean Rod Height? 10.3 ft
LonthmnaiDlrecUon
9.•
� „1 to¢2
r 2=to 3
3 to 4 •
4 to 5
'510 6 f
, 6 to 7 ` `
'710 8't
n
•
+
Total Length
30.0
¢.14.0
. 8:0 n
0.0
,1.� 18
7
� •
a �
� '
• 1
4
Total AreaDia
420.0
Micting Geo.nievy.,
Net Dia dl (ft)-
S H't te.to platey ft
Shaf
'-
Diaphragm Area A
pistance to Qenter of,l7niform Load
from oin 11
2.14
I
Ola; hr Aspeq alio
Selsmle Letmel Load •.v;, (vm
.
11'30
3
j
1Mnd a
• .
Mail + a
ucn6." 'iae
�
k
r r
^�
a$f
•f
M."
Height from a toroot R
.j,+4 8
!g
e
Wind l Nsmk CoihpaY�on
� •
� '_
ME °
77777777
a
f
.
-T7—
t �.
W.
. ,118,
-21
Wlnd
-
+o
ovem ores
Blockbd:DiaphragM-Deflection Analysis
L Shnpte:Aw Beam Deflection
•
• �� �
� •
a �
� '
3
i
•f
' ti .
1,
, •'. 1
� •
f
S
• 4 1
S
t
• 1 1 - � 1
� 1
' r
i
l i
P
n
ROOF LEVE rSHEAR.DISTRIBUTION NORTWSOUTH
STRUCTURAL AREA NUMBER BLOCK 1 OF 1 'JaLfA r •'
ADpfY4to We"e! C3
oftteval9. • - .FALSE
Slander -Slander•
nm {
penalty
r '
Slender-
ness
penalty
❑
ROOF LEVE rSHEAR.DISTRIBUTION NORTWSOUTH
STRUCTURAL AREA NUMBER BLOCK 1 OF 1 'JaLfA r •'
ADpfY4to We"e! C3
oftteval9. • - .FALSE
Slander -Slander•
nm {
penalty
2.. , 3y
❑ ness ❑
FALSE penalty FALSE
_ ,
Slender-
ness
penalty
❑
Slender-
ness
penalty
....5,.� ,
❑
Slender-
ness
penalty
a 6
❑
Slender-
ness
penalty
❑
-
Slender.
ness 4
penalty
❑
slender.
ness
penalty
❑
-
`
MDIY.Riro.(R)-to,tNs 13
HaL.
O
❑
❑
.
❑
❑
❑
❑
❑
r!ra0110? FALSE
FALSE -, TRUE
❑
•lhts lewlT
FALSE
. ,
,
(
(�o.:(FU,
30
I
App) tt) o,(p);)o,Otu
p
{
t'
❑
1
1.621
1,621
❑
❑
❑
❑
TRUE
EFa 'Shear (Lb.)
FALSE
i
FALSE
I
.
FF;, ,$hW (LQ:) 11.621
1,621
14
F„� Sttsar (LD)
666
666
FFg:Staar (Lb"):
4{y (RI -
{
666 ' :
666
•L, 00
Law ((L)i
4.0
C .raRl,
- --- _ -
s
9_(pl(). 207
1.00
2701. 0.92
1.00
1.00
1.00
11
1.00
I
1.00
1.00 -
ko. of Shies Applied 1
_11
,
0 ' F ---j 0 0 0
��p�et..rSfuer{LD) j 1
Apply,f?eN agNtM at. .F F SE 1 F E
171
._ i h
7 .
t•7 "? :FALSEFALSE t' '
L.., (m, T.-
,f..,Irtl" I`
Lea. (R)
f
.w(Pff) - -' 1.00 11.00 1.00 1.00 1.00 .1.00 1.00 1.00 -
No. o1Si0es App9ed'
?' fr� �' " y.., a•; ROOF LE EU HEAR DISTRIBUTION EAST -WEST . {.. .. s +_+_ ..
�.,F.,w"
2
B
r�
aft.
{
..iE..
`
HaL.
4 W"Q. to:waq- at
.
f
❑
❑
❑
❑
❑
•lhts lewlT
FALSE
. ,
FALSE
(
App) tt) o,(p);)o,Otu
p
{
t'
❑
1
❑
❑ •
❑
❑
❑
❑
TRUE
•�
FALSE
i
FALSE
I
.
L.e (Fq
14
F„� Sttsar (LD)
666
666
FFg:Staar (Lb"):
Sheac(lD,)
666 ' :
666
Law ((L)i
4.0
C .raRl,
- --- _ -
s
•-
v(p�)
1.00
8.0
83
+1.00
-
•1.00
1.00
1.00
1.00
1.00
1.00
No,dSke AppYed
1.
h
.,,.<..
f
4 �d
Far�rSheaY(LD;)
_
Z?t;dkwSO4W(LD.)
-
�..,
. Ap* 0. to walline at
❑
❑
❑
❑
O
❑
❑ ,
❑
this level?
FALSE
FALSE
'
Apply Rho (p) to this
❑
❑
r
' ❑
❑
❑
❑
❑ f
t
❑
walline?
FALSE
FALSE
l
L..e(ftl
r
r e
-
L'.0 A
-
LW,a IRI
r
v (plf)
1.00.
-
1.00
1.00 •
1.00
- 1.00
1.00
j P
1.00,
1.00
No. of Sides Applied I
t
Roof. Level Story Height 10 Feet
Wall Ht: -;Width Ratio 3.5 :1 Maximum
Minimum Shearwall 2.86 Feet Minimum Length
34 inches
Total Wall Length
14.0
Roof VN/5=
116 PLF
Walf VN/S=
203 PLF
'Top Plate Splice
347 Lbs.
Max of CF or Drag
Top Plate Splice
(8) 16-d's
Shortest Shearwall (LW)=
4
LF
TYPE OF HOLDOWN
Roof Trib Depth= `. 17.0
LF
See Roof Plan HDU2
Overturning Force (FX)=
811
Lbs.
uw0j, * LW CAPACITY= 3075 LBS
;Resisting Force (F,,)=
1119
Lbs.
2/3 (D, + DW)
•Overturning Moment (OTM)=
8107
Lbft
OTM = Fx * Wall Height
Resisting Moment (RM)=
2239
Lbft
RM = (FY * LW/2)
Uplift Force=
1467
Lbs.
Uplift Force = (OTM-RM)/L„,
-
, Shenr:Wall Line 1 (ROOF LEVEL)
Longest Shearwall (l, )=
4.0
LF
TYPE OF HOLDOWN
Roof Trib Depth= 17.0
LF
See Roof Plan IHDU2 ..� i
Overturning Force (F.)=
811
Lbs.
vwaii. L„, CAPACITY= 3075 LBS
Resisting Force (FY)=
1119
Lbs.
2/3 (Dr + DO
Overturning Moment (OTM)=
8107
Lbft
OTM = Fx * Wall Height
Resisting Moment (RM)=
2239
Lbft
RM = (FY * LW/2)
Uplift Force=
1467
Lbs.
Uplift Force = (OTM-RM)/LW
a
463
Lsw #1 3.0 _ 3.0
3.0 -463 463
b 80 11.0
3.0 463 463
Lsw #2 " 30.: ; ` 14.0
6.0 0 0
c:
Top Plate Splice
Lsw #3
Max of CF or Drag (8) 16-d's
d
Lsw #4
; s` Shea Lmeir2�(ROgF
e
"NamuI
Lsw #5
Shortest Shearwoll (L,V)=
f`
TYPE OF HOEDOWN
Lsw #6
"::aE
See Roof Plan HDU2;
9
6.0
Total Wall Length
14.0
Roof VN/S=
116 PLF
Wall VN/S=
270 PLF
Top Plate Splice
Top Plate Splice
463 Lbs.
Max of CF or Drag (8) 16-d's
; s` Shea Lmeir2�(ROgF
"NamuI
Shortest Shearwoll (L,V)=
3.0 LF
TYPE OF HOEDOWN
Roof Trib Depth= „ ] 7.0 LF
"::aE
See Roof Plan HDU2;
;Overlyrning Force (F„)=
811 Lbs.
Vwaii. LW CAPACITY= 3075 LBS
Resisting Force (Fy)=
840 Lbs.
2/3 (D, + DW)
Overturning.Moment (OTM)=
8107 Lbft
OTM = Fx * Wall Height
Resisting Moment (RM)=
1259 Lbft
RM = (Fy * Lw/2)
Uplift Force=
2283 Lbs.
Uplift Force = (OTM-RM)/LW
- Shear Wnll Une 2 (ROOF LE1/EL
Longest Shearwall (LW)=
3.0 LF
TYPE OF HOLDOWN
Roof Trib Depth= 17.0 LF
See Roof Plan IHDU2 T
Overturning Force (F,)=
811 Lbs.
vwall' LW CAPACITY= 3075 LBS
Resisting Force (Fy)=
840 Lbs.
2/3 (D, + DW)
;Overturning Moment (OTM)=
8107 Lbft
OTM = FX * Wall Height
:Resisting_ Moment (RM)=
1259 Lbft
RM = (Fy * L,w/2)
Uplift Force=
2283 Lbs.
Uplift Force = (OTM-RM)/Lw
a
22 PLF
Lsw #1
4.0
4.0 4.0
b
22.0,
26.0 4.0
Lsw #2
4.0
30.0 8.0
c
15hearwall Line,B ,(ROOF LEVEL)
.Shortest Shearwall (LW)=
Lsw #3
TYPE OF HOLDOWN
Roof Trib Depth= 3.0 LF
d
Overturning Force (F,)=
333 Lbs.
Lsw #4
Resisting Force (Fy)=
'396 Lbs.
e
Overturning Moment (OTM)=
3327 Lbft
Lsw #5
.Resisting Moment (RM)=
791 Lbft
f
Uplift Force=
634 Lbs.
Lsw #6
=>
Shearwall Line..B (ROOF LEVEL)
Longest Shearwall (Lw)=
30.0
8.0
Lenath
-244 244
244 244
244
Roof VE/W=
22 PLF
Wall VE/W=
83 PLF
Top Plate Splice
Top Plate Splice
244 Lbs.
Max of CF or Drag (8)16-d's
OVERTURNING
15hearwall Line,B ,(ROOF LEVEL)
.Shortest Shearwall (LW)=
4 LF
TYPE OF HOLDOWN
Roof Trib Depth= 3.0 LF
See Roof Plan HDU2 j w l
Overturning Force (F,)=
333 Lbs.
vWau • Lw CAPACITY= 3075 LBS
Resisting Force (Fy)=
'396 Lbs.
2/3 (Dr + Dw)
Overturning Moment (OTM)=
3327 Lbft
OTM = Fx * Wall Height
.Resisting Moment (RM)=
791 Lbft
RM = (Fy * Lw/2)
Uplift Force=
634 Lbs.
Uplift Force = (OTM-RM)/LW
=>
Shearwall Line..B (ROOF LEVEL)
Longest Shearwall (Lw)=
4 LF
TYPE OF HOLDOWN
Roof Trib Depth= 3.0 LF
See Roof Plan IHDU2 !:,
Overturning Force (FX)=
333 Lbs.
vwaii. Lw CAPACITY= 3075 LBS
Resisting Force (Fy)=
396 Lbs.
2/3 (Dr + DO
.Oyerturning Moment (OTM)=
3327 Lbft
OTM = Fx * Wall Height
Resisting Moment (RM)=
791 Lbft
RM = (Fy * 1w/2)
Uplift Force=
634 Lbs.
Uplift Force = (OTM-PM)/"
I5gIs'
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Project: SMITH
Location: ROOF HEADER
Roof Beam
[2015 International Building Code(2015 NDS)]
3.5 INx11.25INx6.OFT
#2 - Douglas -Fir -Larch - Dry Use
Section Adequate By: 38.3%
Controlling Factor: Moment
Eric Ausmus
ns tK Ausmus Engineering /
f t;3311 PenzanceAve or
,Chico, CA 95973
StruCalc Version 10.0.1.6 11/14/2017 3:08:37 PM
DEFLECTIONS Center
LOADING DIAGRAM
Live Load 0.03 IN U2423
Dead Load 0.02 in
Total Load 0.05 IN U1341
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: L/180
REACTIONS A B
Live Load 2032 Ib 2032 Ib
Dead Load 1638 Ib 1638 Ib
Total Load 3670 Ib 3670 Ib
Bearing Length 1.68 in 1.68 in
BEAM DATA
�,
.�•.
,.. __,
Span Length 6 ft
Eft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 0 ft
Roof Pitch 4 :12
Roof Duration Factor 1.25
ROOF LOADING
MATERIAL PROPERTIES
Side One:
#2 - Douglas -Fir -Larch
Roof Live Load:
LL =
19.9
psf
Base Values
Adjusted �
Roof Dead load:
DL=
15
psf
Bending Stress: Fb = . 900 psi
Fb' = 1238 psi
Tributary Width:
TW =
17
ft
Cd=1.25 CF=1.10
Side Two:Roof
Shear Stress: Fv = 180 psi
Fv' = 225 psi
Live Load:
LL =
19.9
psf
Cd=1.25
Roof Dead Load:
DL =
15
psfTributary
Modulus of Elasticity: E = 1600 ksi
E'= 1600 ksi
Width:
TW =
17
ft
Comp. -L to Grain: Fc -1= 625 psi
Fc -1' = 625 psi
Wall Load:
WALL =
0
plf
Controlling Moment: 5505 ft -Ib
Non -Snow Roof Loaded Area:
RLA =
204
plf
3.0 ft from left support
SLOPE/PITCH ADJUSTED LENGTHS AND
LOADS
Created by combining all dead and live loads.
Controlling Shear: 3670 Ib
Adjusted Beam Length:
Ladj =
6
ft
At support.
Beam Self Weight:
BSW =
9
plf
Created by combining all dead and live Loads.
Beam Uniform Live Load:
wL =
677
plf
Beam Uniform Dead Load:
wD_adj =
546
plf
Comparisons with required sections: Read
Provided
I Total Uniform Load:
WT =
1223
plf
Section Modulus: 53.38 in3 73.83 in3
Area (Shear): - 24.47 in2 39.38 in2
Moment of Inertia (deflection): 55.73 in4 415.28 in4
Moment: 5505 ft -Ib 7614 ft -Ib
Shear: 3670 lb 5906 lb
�15
r
i BUTTE
NTY
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILD CGo-
CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction 9 2018
Building permit will not be issued until completed plan submitted DEVELOPMENT
APN: 039 — 3 &0 0-5(o Building Permit # 1) 1 � — SERVICES
Owner Name: Pt r .r,
i RAZ
Owner Mailing Address:
Submit completed form in person or by
mail or fax to: '
Butte County Development Services- 4
Building
7 County Center Drive
Oroville, CA 95965
Phone: (530)538-7601
Fax: (530)538-2140
Owner Phone: (j')) _S 70 h2_f -4?0
Jobsite Address:0 o �fYJ W 0 �(?� Project Sq. Ft.:���o�"j_� Project Type: construction I Demolition
Jobsite Contact: ,',+_ A/el-Sd'1 Company: Ale&''! LGAS / , Jobsite Phone: (Sja) ���/ Y f'(o
A /
Brief description of project: - -
By signing below, I'acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and
demolition debris and the lack of compliance may result in delay" issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties.
Applicant:
(Owner Contracor Signature:
(Circle)
Date:
MATERIAL 1
Reuse
Recycle,
Dispose
FACILITIES/SERVICE PROVIDERS TO BE USED 3
Inert Material (concrete, asphalt)
S � i` tet,
Lumber
PlanVTree Debris
Dry Wall
Metal
Cardboard
Other:
Other:
Recovery Plan approved:
Date:
(Building Division)
Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButtemet.
OCYROPWpit SERVICES
Department of'Development Services; Ti:m "Spellings, -Director
Pete -Ca larco; ,Assistant
0 7 County Center Drive T:530.5387601.
' I buttecounty_net dds
DEVELUPMENi SER19CE5 .,Orovil.le, California,95965 F: 530.538.7785
December 19, 201.7 BUTTE
COUNTY
Phil Smith
t
1280 Orchard Way ,SAN 09 2018
Chico, CA:95928 , '
.i „ ..• , DEVEILOpmrNT
t
Assessor,Parcel Number:.039-3'601056 SEAVICES -
BuiildmgPermitNumbcr 817,-2$36^ Ptan•Check#1;
�.Desenpt-on. New Enclosed Sunroom -�-
y -
OccupancyClassification: �R- 1401�L7,
Construction Type VB PERMIT #
I stories: 1 BUTTE COUNTY DEVELOPMENT SERVICES
Fire Sprinklers: No REVIEWED FOR
Bui sang Total Area: '42Asq ,Ft. COD CO LIANCE
DATE. -
..t Thank you for submitting permits for your building project. The permit documents .have been reviewed and
comments are ].fisted below. Please respond in writing to each comment. Camplete and clear resp
unses will,
+ expedite the re-ch.eelr and approval, of thi project. Please provide. two revised plan sets with your response.
t .
GENERAL COlV1lVIENTS:
' Verify square. footage indicated on Sheet X12 of 420 St Ft, Seems it should be 423 Sq .;Ft.
'HAS' SEW R-EV(Stb To Lf S.3
. '
2. A Deed Restriction cn2d binited Use .Facility must b& recorded.to.lnnit the .use of the sun roam, -This area
a•
Ow NE r- may not be used for` 1iabrtat le space untrl biiilding permits are obtained,to�change the occupancy. The'deed
restriction will: state the "sun room", shall not.be .used for living, sleeping; or eating and niay not be heated
or cooled. This deed restriction,will,be prepared by Butte County and shall,be signed, notarized;, and
—recorded:.by the, pro.pe.rty,owner..Please provide a copy.,o.f,.the_vesting grant deed,for the prciperty so,we.,may
prepare the deed restriction.
ARCHITECTURAL COMMENTS:
It seerns]ike the two rooms next to the proposed sunroom are bedrooms. Indicate how the bedrooms-w•II
' .
comply with the natural aggregate glazing area requirement to the outdoors. C.R.C. Section 8303.1 All
habitable rooms shall have an aggregateglazing are of not less than 8 percent of the floor area of such
rooms. NC-w wtubow S cN Eemo Nl_ fgaW DEPt�TreD
'1�1 t seems like the two rooms neat to the proposed sunroom are bedrooms. Indicate how the bedroomswill.-
comply with the natural ventilation requirements C.R.C. Section R303.1. ALI habitable rooms shall l ave a
minimunl,openable area to tile. outdoors. of not.less the 4 percent.ofthe .tloor,area Ofstieh rooms Natural
ventilat}o.n shall,,be tlirough � indows; skylights, doors, louvers orother openings to the outdoor.air.
New W�I�oWS tN' sebr. fk' pow EP�vr Ij
Indicate how the bathroom next to the proposed sum-ooin will be provided with aggregate glazing area. in
windows of not less than 3 square feet, one-half.of which must be openable to the outdoor. (glazing -area not
required where artificial light and a mechanical ventilation system are provided. C.R.C. Section 303.3.
(minimum ventilation rate shall be 50 cubic feet per minute for intermittent and 25 cubic feet per minute for
continuous ventilation. i�->Rts 00 LO S tkbLL)M Ow ? wbc VILPM
It seems like the two rooms next to the proposed. sunroom are bedrooms. Indicate how the bedrooms wilt
comply with emergency escape and rescue openings: NOU) pN YL^N
A. Shall open directly into a public way, or to a yard or COUrt that opens to a. public way
B. M.inmu.m net clear opening of 5.7 s. f. (5 s. f. for grade .floor openings) C.R.C. Sectioii R310.2.1
C. Minimum net clear opening height of 24 inches. C.R.C. Section R310.2.I I.
D. Minimum net clear opening width or 20 .inches. C.R.C. Section ;8310.2:1:.
E. The. bottom of the clear open ing.rot greater than 44 inches measured from the floor. C.R.C. Section
R310.2.2.
Indicate smoke ail d•carbon-,moirox-ide alarms svi.lkbe installed er-C..R:C. Section 8314:3 -.and. R3=15.3. --. ,-
060 011 fit p- hfoa
le Provide an attic access. Minimum size 22 inches by 30 inches C.R.C. Section R807.1. V1 Vr r✓>c1ft1 �E
11, 1.E4,5 `f"0 3d'_ AccE55 90T AUG. re(L kSW7
ELECTRICAL COMMENTS:
Amend the plans to specify all 120 -volt, single phase, .15- and 20 -ampere branch circuits supplying outlets
installed in suprooms, or similar rooms or areas shall be protected by a listed combination -type arc -.fault
circuit .interrupter, installed to provide protection of the entire branch circuit.. C.E.C. Article 210.1.2(A).
9P W Mcs v ftb6D -to 't-002 Pl,IAtS
19. indicate if, the outlets located at the same location as the exterior doors are floor outlets. if so .indicate they
will be within 18" of the wall to count as the required outlets per. C.C.C. Article 2.10-52.
New 1-kAy b BmtS &LM56D
Amend the plans to show Ithat, all lion -:locking type 125 -volt, 15 and 20 amp.receptacles in the dwelling shall
•/ be tamper-resistant. C.E.C'. Article 406..12(A). AbiptrD A5 PdTE *ktl CA eLF_C- KO T6S
ENERGY COMMENTS:
J .1 . Update note #,7 on Sheet A2 to. indicate all lights permanently mounted to the residential building or to other
buildings on the same lot are to be
O NNT E -b tL6 c- N0 T E5 Oaf f(2-
A.
Z
A. High efficacy lu.minar.ies and
°B. Controlled` by a`manual on and off switch and-
l.Controlled by a photocell and motion sensor, or
2.Photo control, or
3.Astronomica:l time clock. or
4_Energy management control system (EMCS).
CALGREEN COMMENTS:
F ` Please provide a Construction Waste Management form. CalGreen Section 4.408.
ATPLICM l STRUCTURAL CGIMMENTS:
Please specify a code top plate splice (I 2-16d nails each side of splice) or equivalent strap connecting the
new and existing top plates. (Note: plan check staff can add this to the plans with permission from Eric
Ausrnus, P,E.)
�pi>tb To ?i.Ao s F�a2 965,uB Ai rfv,+ .
SPACE ABOVE THIS LINE FOR RECORDER'S —USE
Parcel No. 039-360-056 GRANT DEED
THIS FORM FURNISHED BY BIDWELLTITLE & ESCROW COMPANY /�� ��yy//�� T
The Undersigned Grantor{s) Declare(s) Documentary Transfer Tax is $. .gD ,
❑ City/Town of 21 computed on full value of interest or property conveyed, or
Unincorporated Area ❑ full value less value of liens or encumbrances remaining at
the time of sale
❑ Monument Fee of $10.00
FOR A VALUABLE CONSIDERATION, reCCipt of.which is hereby acknowledged,
Reinaldo Mendoza Pinedo, a Married Man as His Sole and Separate Property
hereby GRANT(s) to
Phillip Wayne Smith and Patricia A. Betonte; Husband and Wife as Joint
Tenants
the following real property in the ❑ City of CEJ Unincorporated Area
Coun.ty of Butte, State of California:
SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF
Reinaldo Mendoza Pinedo,
Document Date: May 23, 2017
BUTTE
COUNTY
'JAN 0 9 2018
DEVELOPMENT
SERVICES
TD%7
�CZ
MAIL TAX STATEMENTS TO: Same as Above
BTEC/GRANTDEED
RECORDING REQUESTED BY
2017-0018187
.Bidwell Title & Escrow Company
Recorded I REC FEE 22.00
Official Records I TAX 280.50
AND WHEN RECORDED MAIL TO
County of I MONUMENT PRESE 10.00
Butte I
Name
Phillip Wayne Smith
CANDACE J. GRUBBS I
Street
Address
1280 Orchard Way
County Clerk -Recorder I '
ZIP' ete
Chico, CA 95928
I
CW
02:05PM 26 -May -2017 I Page l of 3
Order No.
00256631-003
SPACE ABOVE THIS LINE FOR RECORDER'S —USE
Parcel No. 039-360-056 GRANT DEED
THIS FORM FURNISHED BY BIDWELLTITLE & ESCROW COMPANY /�� ��yy//�� T
The Undersigned Grantor{s) Declare(s) Documentary Transfer Tax is $. .gD ,
❑ City/Town of 21 computed on full value of interest or property conveyed, or
Unincorporated Area ❑ full value less value of liens or encumbrances remaining at
the time of sale
❑ Monument Fee of $10.00
FOR A VALUABLE CONSIDERATION, reCCipt of.which is hereby acknowledged,
Reinaldo Mendoza Pinedo, a Married Man as His Sole and Separate Property
hereby GRANT(s) to
Phillip Wayne Smith and Patricia A. Betonte; Husband and Wife as Joint
Tenants
the following real property in the ❑ City of CEJ Unincorporated Area
Coun.ty of Butte, State of California:
SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF
Reinaldo Mendoza Pinedo,
Document Date: May 23, 2017
BUTTE
COUNTY
'JAN 0 9 2018
DEVELOPMENT
SERVICES
TD%7
�CZ
MAIL TAX STATEMENTS TO: Same as Above
BTEC/GRANTDEED
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity
of that document:
' t
STATE OF CALIFORNIA } ss:'
COUNTY OF Butte 1
On U ` t before me. _ ,��—
1 � ,Notary Public,
personally appeared "*Reinaldo Mendoza Pinedo"*°
. rt
a
wlio proved to me on the bdsis of satisfactory evidence to be the person(s) whose
name(s) isiare subscribed to the within instrument and acknowledged to me that
he/she/thcy executed the same in his/her/their authorized capacity(ies), and that
by hisJher/their signature(s) on the instrument the person(s), or the entity upon
behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California
` that the foregoing paragraph is true and correct. ,
WITNESS my hand and official seal.
Signature
f
Order No. 00256631-003
FOR VOTARY SEAL OR STAMP
JIIIIIIIIIIilllllllllllllllllllllllllllilllllilllllllllllllll!IIIIIIIIIIIIIIIIIIIIIIIIIlI�
D WOODD -_
Commission # 2055262
f y~ Notary Public - California
'< Butte County
My Comm. Expires'Jan 16, 2018
�l I I I I I I I 1111111111111111111111111111111111111111111111111111111111111111111111111111111 i fr.
t.
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Department of Development Services
ETim Snellings, Director
Pete Calarco, Assistant Director `
7County Center Drive - °T: 530.538.7601 Buttecounty.net/dds
Oroville, California 95965 F: 530.538.7785
DEVELOPMENT SERVICES
.Buildin ,-Permit Checklist
Name: PINEDO REINALDO MENDOZA' .
Location: 1280 ORCHARD WAY, CHICO
Assessor's Parcel Number: 039-360-056'.
Permit Number: B17=2836
1. copies''s'ite plan
sets building plans p ye U /o
3. 1 -set energy calcs (if applicable) �-1,�f
✓ /Zec/
4. set truss calcs (if applicable) CA
,set structural calcs '(if applicable) �.�, �G I
ke Packet, _
L//,a signed permit application
I owner builder (if applicable)
=c notice to•builders
d: fee summary
el fire handout
NPDES form
- •.
g data sheet
h! PWNotification for 26-12
is Hazardous Material Form (commercial).,
/Accessibility Worksheet (commercial) `
k. Plan Check Sq.Ftg Verification
7. Flood Certificates (if applicable)
.8.
9 i•. 3 ,r. v
Butte County Department of Development Services
'PERMIT CENTER
." .,
PERMIT NO:
FORM NO j
DBP -1 j
Mailing.Address ,--. •, . -
BIN NO:
City-
c'C d
7-Cou,nty.Lenter Drive, Oroville;;CA 95965' . -
Main,Phone 530.538.7601 'Fax 530.538.7785
µ ! w".buttecount4.net/dds
1.
PLEAS E,PRINT CLEARLY '
JW&P. -
Last Name ,]First'
Mailing Address
1.2160 02c'"dQ;
city \ Stat
Phone Fax
t'
11 2Pff00ECT .0 r C/ATI�ON
03
Property Address.
city, Locati n must not be in the city limits of C ico, ddl y, Oroville or Paradise;
http://gismaps.buttecounty.net/flexviewer/bcdatasearch/index.html
Email Cell v r
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Mailing.Address ,--. •, . -
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CA State License No.
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Last Nam Rrst NaM a I.
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SAW ARPJLI. ��ANT ;$)i: N--kTURE AND DATt9 � ;
Date: `
Print Name: -
DE,SCR10OR OE OPE OF WORK ;
-Zoning:"
7Code
Policy Number
Carrier r. .
If hiring other than a licensed contractor, a certificate of worker's
compensation must be shown at the time of permit issuance
Is this a Manufactured/Mobile Home (circle one) Yes
G/ No
LENDINGAGEN,CY "
Name
Mailing _Address
City
State
z..
Zip
DE,SCR10OR OE OPE OF WORK ;
-Zoning:"
7Code
y.
Mobile Home permits (olher,lhan installation, foundation, utilities & non-attached
structures) are issued by the, State': Tell staff.if this, permit is for a Mobile Home. Click
below to see Manufactured Home Alterations and Permit Guidelines at: _
ham://vnvw.hcd.ca.gov/codes/mhoMCD Phone: (916) 255-2501
1J '
Z.
Is this a Manufactured/Mobile Home (circle one) Yes
G/ No
JOB UALU�ATION- (Entervalueof�laboa r�lnc�luding $
on contracted HAS materials charge)
e uuaeFeetD'eiPREMIUMS=o
Living Area
Garage:;'` -
Open Area:-..
Covered Area
i. r Structure Built without permits
TOTAL SQ
i r Proposed Change of Occupancy/Use Note previous/current`use below.
- ' Flood Zone:, -
ISRA: YES, NO ❑ NPOES YES NO ❑
Enf: YES' NO,❑ Legal Lot: YES ❑ NO
Occupancy Type Construction
FP_ h
jDate:
IN I�
'When fled, this application and all supporting material becomes su ect to the California -Public Records Act. All public information
-
,related to this application is subject to public inspection and will be posted on the,'County's,website for electronic, access.
Revised UJ91 2016 }.
Paee I oft
a
I
Butte County Department of Public Works
DENNIS SCHMIDT, DIRECTOR '
LAND DEVELOPMENT DIVISION
Storm Water Management Program
7 County Center Drive F
Oroville, CA 95965
(530) 538 7266 Telephone
(530) 538 7171 Fax f
National Pollutant Discharge Elimination System (NPDES) Phase II Construction
Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP)
Acknowledgment
F
[LESS THAN 1 ACREI
Reference Number: B17-2836 Date: 11/29/2017
Location: 1280 ORCHARD WAY By: DAH
Parcel Number: 039-360-056 Sub Type: PATIO COVER/CVD PCH
Owner Name: PINEDO REINALDO MENDOZA Phone: 5305213416
Description: ENCLOSED. SUNROOM (420) W/ ELEC
By signing below, I the project owner/owners' agent, certify that this project WILL NOT
DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction
Storm Water Permit from the State of California Regional Water Quality Control Board. Phased
projects that contain multiple site buildouts of less than one acre but when combined with
subsequent phases total more than one acre of disturbed soil will require a Construction Storm
Water Permit from the State of California Regional Water Quality Board.
F I
Signed Date 11/29/2017
{
Title
Department of Development Services
Tim Snellings, Director
Pete Calarco, Assistant Director
7 County Center Drive T: 530.538.7601 Buttecounty.net/dds
Oroville, California 95965 F: 530.538.7785
NOTICE TO BUILDERS**
Before your building permit,can be issued, your plans must be checked for compliance with the California
Building Codes. In addition;,your plans are routed to other regulatory entities including but not limited to
Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances
and approvals. There are some things you can do to expedite your permit:
- Make sure your application is complete.
- Be responsive to'requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each
day that passes without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by
such permit is not started or completed within one year from the date of issuance of such permit (per Butte
County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a
maximum of two (2) times, provided construction progress has been documented by the Building Division
during each year during scheduled inspections. No changes may be made in the original plans and specifications
for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit
fee and additional plan checking and documentation may be required. Upon completion of work covered by this
permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or
any portion of the building for which this permit is issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY**
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit
applications, if the permit has not issued, but not after 180 days from the date of fee.payment. Fees paid at
the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only
if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be
deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The
current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and
deducted from any refund amount) to determine no work was done.
Fee/refund information can be read on-line at http://municil2alcodes.lexisnexis.com/codes/butteco/
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public
information related to this application is subject to public inspection and will be posted on the County's website for electronic
access.
Permit Number: B17-2836 Date: 11/29/2017
Parcel Number: 039-360-056
Location: 1280 ORCHARD WAY, CHICO Phone: 5305213416
Owner Name: PINEDO REINALDO MENDOZA
Description: ENCLOSED SUNROOM (420) W/ ELEC
Signature of Applicant: Date: 11/29/2017
BUTTE
.' COUNT,
6. JAN 092018
vELOPMENT
SERVICES
Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville, CA 9`_965
Main Phone 530.538.7601 Fax 530.538.7785
www.buttecountv.neddds
CI
FORM NO
DBP -06
PLAN CHANGE;, RECHECKJOR RETURN
Owner's Name: I .sr., ,IL
Contact Person Name:
Contact email: � I rl C K ) L L50 0 , 0, kL• Q -o yt'y
Contact Phone Number: 'ej X02 ( ?jy (p Date Subatitted:
Permit Number: 617 '063i Assessor's Parcel Number: 0 3 Q r,S4p
C -COMPLETE SET OF PLANS
❑ PARTIAL SET OR PAGES OF PLANS
(LIST PAGES BELOW)
TResponse
se check any that apply:
to Plan Check Letter?
❑ Response to Building Inspection Correction Notice?
❑ Is there additional square footage?
❑ Is unfinished area being in -filled or completed?
❑ Other:
LIST OF ITEMS SUBMITTED
I. �esponse I�ClAPrnClUC,1ed X�
- --
2. t evrs('c�_1 Ick L I fy%i n5' Cvve
3. X\ O n� dted�
4. X VA5\P- .M�naG$men
Minimum I hour plan change fee to be collected at time of submission. Plans Examiner
will determine if additional plan checking fees are required:
13 Minimum $135.66
® Additional Fee Amount Due:
Revised 12.19.2016 Page 1 of 1