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PREFABRICATED STEEL BLDG. FOUNDATION DESIGN
MANUFACTURER: BUTLER MANUFACTURING CO.
MFGR'S JOB NO: D91-033069
LOCATION: OROVILLE, CA.
RIGID FRAME REACTIONS
CASE 1: DL+LL
F (KIPS) % F/%
----------------------
H (LEFT) 10.81 100% 10.81
V (LEFT) 13.66 100% 13.66
V (RIGHT 13.66 100% 13.66
H (RIGHT -10.81 100% -10.81
CASE 3: DL+WL (RIGHT)
F (KIPS) % F/%
----------------------
H (LEFT) -0.21 133% -0.16
V (LEFT) -3.11 133% -2.34
V (RIGHT -5.13 133% -3.86
H (RIGHT 7.82 133% 5.88
POLARIS ENGINEERING AND SURVEY
111 EAST THIRD ST, STE 1D
PORT ANGELES, WA 98362
206-457-5393
JOB NO: 92088
CASE 2: DL+WL (LEFT)
F (KIPS) % F/%
----------------------
-7.82 133% -5.88
-5.16 133% -3.88
-3.11 133% -2.34
0.21 133% 0.16
CASE 4: DL+WL
F (KIPS) % F/%
----------------------
0.00 133% 0.00
0.00 133% 0.00
0.00 133% 0.00
0.00 133% 0.00
GOVERNING FRAME REACTIONS (SIGN FOR LEFT SIDE):
+H = 10.8 = MAX HAIRPIN OR TIE TENSION
-H = 5.9 = COMPRESSION TO SLAB
+V = 13.7 = MAX GRAVITY LOAD
-V = 3.9 = MAX UPLIFT
ENDWALL POST REACTIONS - FRONT ENDWALL GOVERNS
CASE 1: DL+LL
F (KIPS) % --F/%---
--------------
H (+./-) 0.0 100% 0.0
V 5.0 100% 5.0
CASE 3: DL+WL
F (KIPS) % F/%
----------------------
H (+/-) 0.0 133% 0.0
V 0.0 133% 0.0
CASE 2: DL+WL
F (KIPS) % F/%
-- ---
2.7 133% 2.0
-2.4 133% -1.8
CASE 4: DL+WL @ BB
F (KIPS) % F/%
----------------------
0.0 133% 0.0
0.0 133% 0.0
GOVERNING ENDPOST REACTIONS (INTERIOR)
H = 2.0 = WIND - IN OR OUT
+V = 5.0 = MAX GRAVITY LOAD
-V = 1.8 = MAX UPLIFT
CONCRETE SLAB:
THICKNESS = 5.5 INCHES
REINFORCING:
BAR SIZE: 0
BAR SPACING 24 O.C. -->
6/6/10/10 GA W Y -->
TOTAL:
�o QROFES&/pN9�
A- cRq Fy
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32934
* EX . 6/30/94
V1I---
\f CALIF
FZ -- /20�
BUTTE CONY
BUILDING DePARTMEW
APPROVED
(
0.00 SO IN/FT 2I9Z
0.03
0.025 SO IN/FT
SHEET 1 OF 6
i � 1
MATERIALS AND ALLOWABLE STRESSES:
SOIL BEARING CAPACITY 1.00 KSF + INCREASES FOR DEPTH AND WIDTH
CONCRETE AND REINFORCING:
CONCRETE f'c = 2500 PSI @ 28 DAYS
DEAD WT = 150 PCF
STEEL Fs = 20 KSI
n = 10
ASSUMED j = 0.88 FOR Mr CALCULATIONS t
ENDWALL FOOTING IN UPLIFT
I-------- - - --
b_ _ 12_I
TOP REINFORCING #4 BARS TOTAL OF
BOTTOM " it#4 BARS TOTAL OF
- --
1.8 I N .
2 TOP As = 0.40 SQ IN
2 BOT As = 0.40 SQ IN
WEIGHT OF SLAB TO RESIST UPLIFT:
SLAB Mr = 4/3 fs x SLAB As x j x T/2 = 1.61 K -IN = 134 LB -FT
SLAB WEIGHT = 69 PSF
EFFECTIVE WIDTH = Ls = SQRT(2 x Mr/Wt) 1.98 ft.
EFFECTIVE WT OF SLAB = Ls x Wt = Ws = 136 LBS/FT
WEIGHT OF PERIMETER FOOTING AND SLAB
FOOTING Mr = 4/3 x fs x TOP As x j x (d-2" COVER)
= 150.2 K -IN = 12516 LB -FT
FOOTING WEIGHT = 225 LB/FT
TOTAL WT = SLAB + FOOTING = 361 LB/FT
EFFECTIVE FOOTING LENGTH = Lf = SQRT(2 x Mr/Wt)+d = 9.83 FT
TOTAL DEAD WEIGHT = 2 X Lf x Wf = 7095 LBS = 7.1 KIPS
MAXIMUM UPLIFT (ADJUSTED TO 100%) _
-ENDWALL FOOTING IN BEARING
SOIL BEARING CAPACITY:
INCREASE FOR DEPTH = 10%
INCREASE FOR WIDTH = 0%
SOIL BEARING CAP = 1.10 KIPS
REQUIRED BEARING AREA = 4.55 S.F
LENGTH OF FOOTING REQ'D FOR BRNG = 4.55 FT
CANTILEVER L = BEARING L/2 -2d= 0.77 FT
MOMENT = SP x WIDTH x L-2/2 = 0.33 K -FT
P = 0.22% K = 0.19
2.4 <--- OK
J = 0.937
fs = 0.7 KSI Fs = 20 <--- OK ✓
fc = 16 PSI Fc = 1125 <--- OK
SHEET 2 OF 6
SIDEWALL PERIMETER FOOTING IN UPLIFT ✓ $ `Zug'' <�
bit= 12 IN. d = 12 IN."
TOP REINFORCING #4 BARS TOTAL OF T'l
TOP As = 0.20 SO -IN
BOTTOM #4 BARS TOTAL OF BOT As = 0.20 SO IN
WEIGHT OF PERIMETER FOOTING AND SLAB AGgN S OG!/S
FOOTING Mr = 4/3 x fs x TOP As x j x (d-2" COVER leevlgew pe,41J pot-
= 46.93 K- I N = 3911 LB- T �»�2fr�✓AJ�f GC .
FOOTING WEIGHT = Wf = 150 LB/FT
SLAB WEIGHT (FROM ABOVE) = 136
TOTAL SLAB + FOOTING WEIGHT = 286 LB/FT
EFFECTIVE FOOTNG LENGTH = Lf=-SORT(2 x Mr/Wt)+d = 6.23
MAX WT OF FTNG + SLAB = 2 x Lf x Wfe = 3563 LBS = 3.6 KIPS
RIGID FRAME FOOTING DIMENSIONS PER DRAWING " E" /
b = 28 1 N '_ d = 18_IN L = 60 IN�
690
s = 6 IN T = 10 IN u*?P',� u
TOP REINFORCING #4 BARS TOTAL OF 3 TOP As = 0.60 SO IN
BOTTOM " #4 BARS TOTAL OF 3 BOT As = 0.60 SO IN ` <I.�
RIGID FRAME UPLIFT `
FOOTING WT = 2375 LBS = 2.4 KIPS
SLAB AT FOOTING = 0.3 KIPS
OVERBURDEN @ 11OPCF = 0.0
PERIMETER FOOTING AND SLAB = 3.6
TOTAL DEAD WEIGHT =
MAX UPLIFT (ADJUSTED TO 100%) _
RIGID FRAME IN BEARING
SOIL BEARING CAPACITY:
INCREASE FOR DEPTH = 10°%
ALLOWABLE SOIL PRESSURE _
ACTUAL SOIL PRESSURE _
POSITIVE BENDING IN FOOTING
CANTILEVER L = FOOTING L/2 = 2.50 FT
MOMENT = SP x L-2/2 = 3.66 K-FT/FT
6.3 KIPS
5.2 KIPS <--- OK
INCREASE FOR WIDTH = 27%
1.39 KSF
1.17 KSF <--- OK ✓
P =
0.18°%
K =
0.17338
fs =
5.2 KSI
FS =
20
fc =
109 PSI
f'c =
1125
5
V
J = 0.942
<--- OK
<--- OK
SHEET 3 OF 6
I . t
NEGATIVE BENDIRG IN FOOTING
MOMENT DUE TO PERIMETER FOOTING = 10.00 K -FT
MOMENT DUE TO FOOTING WT = 1.48 K -FT
TOTAL NEG. MOMENT = 11.49 K -FT
P = 0.18% K = 0.17338 J = 0.942
fs = 16.3 KSI FS = 26.6 <--- OK
fc = 268 PSI f'c = 1496.25 <--- OK
HORIZONTAL FORCES TO SLAB AT RF
HAIRPIN / FRAME TIE ANGLE TO SIDEWALL = 45 DEG
REQ'D As = 0.76432 SQ ITOTAL - 0.38 SQ IN/LEG
Z
STEEL: 4 TOTAL 2 --> As 0.80 <--- OK
REQ'D SPREAD FOR SLAB TO TIE FRAMES = 21.6 FEET
TOTAL REQUIRED HAIRPIN LENGTH = 30.57 FEET
COMPRESSION TO SLAB:
SLAB AREA AT RF FOOTING = 330 SQ IN
fa = 18 PSI
Fa = 0.25 X f'c 625 PSI <--- OK
SHEET 4 OF 6
NEGATIVE BENDING IN FOOTING J
MOMENT DUE TO PERIMETER FOOTING = 10.00 K-FT
MOMENT DUE TO FOOTING WT = 2.19 K-FT
TOTAL NEG. MOMENT = 12.19 K-FT
P = 0.10% K = 0.13302 J = 0.956
fs = 12.1 KSI FS = 26.6 <--- OK
fc = 186 PSI f'c = 1496.25 <--- OK 600000'
HORIZONTAL FORCES TO SLAB AT RF
HAIRPIN / FRAME TIE ANGLE TO SIDEWALL = 45 DEG
REQ'D As = 0.76432 SQ IN TOTAL = 0.38 SO IN/LEG
STEEL: 4 TOTAL OF 2 --> As 0.80 <--- OK
REQ'D SPREAD FOR SLAB TO TIE FRAMES = 21.6 FEET 6—
TOTAL REQUIRED HAIRPIN LENGTH = 30.57 FEET
COMPRESSION TO SLAB:
SLAB AREA AT RF FOOTING = 330 SQ IN
fa = 18 PSI
Fa = 0.25 X f'c 625 PSI <--- OK
z - *4 �. ap) N 7
4OF6
ANCHOR BOLT -STRENGTH DESIGN CALCULATION PER UBC 2624
Fc = 2500 PSI
LAMBDA = 1.0 (NORMAL WT CONCRETE)
PHI = 0.65
Fs = 60 KSI (A-307 BOLTS)
APPROXIMATE LOAD FACTORS
DEAD LOAD + LIVE LOAD
FACTOR <= 1.7 X 2 = 3.4
DEAD LOAD + WIND LOAD
FACTOR <= .75 X 1.4 X 2 = 2.1
RIGID FRAME BOLTS
DIAMETER =
1.00 INCHES
FULL AREA =
0.785 SQ.
IN. (USED
FOR
CONCRETE STRENGTH)
ROOT AREA =
0.551 SQ.
IN. (USED
FOR
STEEL
STRENGTH)
NO. BOLTS =
2
ROWS OF
2
BOLTS =
4
EMBEDMENT
=
10 INCHES
GAGE = 4
INCHES
EDGE
DIST =
5
PITCH= 4
"
STEEL:
Ps =
29.8 KIPS/BOLT
=
119.0 KIPS TOTAL
Vs =
24.8
99.2 "
CONCRETE:
As =
PER ATTACHED
SKETCH
= 407.9
At =
PITCH x GAGE
=
16.0
SQ IN
PHI
x Pc =
39.2 KIPS
PHI
x Vc =
20.4,KIPS/BOLT
=
40.8 KIPS TOTAL
LOADING COMBINATIONS:
#1 - DL + LL
MAX
TENSION =
0 KIPS
X LF
=
0 <--OK
MAX
SHEAR = 10.81
KIPS
X LF
=
36.75 <-- OKE
COMBINED
CONCRETE =
1.25
<-- ** NG
COMBINED
STEEL =
0.14
<-- OK
T Co.
#2 - DL + WL
✓
MAX
TENSION =
5.13 KIPS
X LF
=
10.77 <-- OK
MAX
SHEAR =
7.82 KIPS
X LF
=
16.42 <-- OK
t✓
COMBINED
CONCRETE =
0.37
<-- OK
COMBINED
STEEL =
0.04
<-- OK ✓
#3-DL+WL@BB
MAX
TENSION =
3 KIPS
X LF
=
6.3 <-- OK
MAX
SHEAR =
5 KIPS
X LF
=
10.5 <-- OK
COMBINED
CONCRETE =
0.14
<-- OK
COMBINED
STEEL =
0.01
<-- OK c/
SHEET 5
OF 6
DIAMETER = 0.75 INCHES
FULL AREA = 0.442 SQ. IN. (USED FOR CONCRETE STRENGTH)
ROOT AREA = 0.302 SQ. IN. (USED FOR STEEL STRENGTH)
NO. BOLTS = 1 ROWS OF 2 BOLTS = 2 TOTAL
EMBEDMENT = 10 INCHES GAGE = 4 INCHES
EDGE DIST = 5 " PITCH= 0 of
STEEL: Ps = 16.3 KIPS/BOLT = 32.6 KIPS TOTAL
Vs = 13.6 " 27.2 if
CONCRETE:
As = PER ATTACHED SKETCH
= 222.7 SQ. IN.
At = PITCH x GAGE = 0.0 SQ IN
PHI x Pc = 20.3 KIPS
PHI x Vc = 11.5 KIPS/BOLT = 23.0 KIPS TOTAL
LOADING COMBINATIONS:
#1 -DL+LL /
MAX TENSION = 0 KIPS X LF = 0 <--OK
MAX SHEAR = 0 KIPS X LF = 0 <-- OK
COMBINED CONCRETE = 0.00 <-- OK
COMBINED STEEL = 0.00 <-- OK
#2 - DL + WL
MAX TENSION = 2.4 KIPS X LF = 5.04 <--OK
MAX SHEAR = 2.7 KIPS X LF = 5.67 <-- OK
COMBINED CONCRETE = 0.19 <-- OK
COMBINED STEEL = 0.07 <-- OK
#3-DL+WL@BB
MAX TENSION = 0 KIPS X LF = 0 <-- OK
MAX SHEAR = 0 KIPS X LF = 0 <-- OK
COMBINED CONCRETE = 0.00 <-- OK j
COMBINED STEEL = 0.00 <-- OK
vo�Q .�t Ib��� � DATE: 03/30/92
'D
K�_ �I TIME: 02:50 PM
SHEET 6 OF 6
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hDiC e
DATE
RECEIPT
TOTAL
TENTATIVE
HRIB
CHECK
STREET
PUBLIC
COMP-
FIRE
NO.
RECEIVED
MAPS
INSPECT
SIGNS
DOCUMENTS
LIANCE
HYDRANT
OTHER
APPLICANT
RECEIVED FROM
o ` I
F
OFFICIAL RECEIPT
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
LAND DEVELOPMENT SECTION
LQ\ondoo
1, 0 s
RECEIPT 12946
ISSUED BY
C-2
ov
June 9, 1992
BA.RNHART-BROWN & ASSOCIATES
ENGINEER'S COST ESTIMATE
FOR
SPROCKET SPECIALIST
NORTH VALLEY READY MIX
Job No. 92059
LINCOLN BOULEVARD FRONTAGE IMPROVEMENTS @ DRIVEWAY:
Place 49 A.B. Compact @ 95% R.C. - 4 TonsB. . . .
Place 3" A.C. (1/2") 4 -2' -Tons
Place 12" Diameter x 70 L.F. RCP D/W Culvert& 22,a;/cl
/20a .44-1f &'?0 C- /Ca c y
DETENTION POND CONSTRUCTION:
she- z 4 4.2.6v
3.x4.49- Z -12 3, u;.'
-8-e$— / 5,9 0, V�,
BzzS��'
Excavation (Pond Bottom) = 533 C.Y. ... . . . $2,800---
Place
2,800''Place Levee @ 90% R.C. = 370 C.Y. . . . . . . ... 4,750 -
12" Diameter x 16' RCP Outlet/(2 - F.E.S.) . . . . 552----
12"
52-12" Diameter x 16' RCP Inlet/ (1 - F.E.S.) . . . . .9fr- 45-
59,588-
597 88- 55
.3!;,-x 2c) 2 x Z 15
3� s 9 sr ;Z- Q6, T �&
?v i /fc
f2l,� &Vy - 160
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NOTES.
1. TYPICAL UNDERFLOOR FOOTINGS ARE 14"SQ X 6' THICK
2. FOOTINGS OVER 16" SQ MUST BE 12" DEEP
J. ALL FOOTINGS ARE TO BE EXCAVATED INTO UNDISTURBED
SOIL.
4. MAINTAIN CLEARANCES SHOWN UNLESS APPROVED WOOD
OF NATURAL RESISTANCE TO DECAY OR PRESSURE
TREATED IS USED.
5." MAINTAIN REQUIRED CONCRETE COVER PER MANUFACTURER
AT POST BASE INSTALLED IN CONCRETE PEDESTAL
PIE
BL
POST BASE
SLAB FLOOR
8" MIN
12' MIN
VARIES
PIER/FOOTING
FA
I' STANDOFF
12" MIN
PIER
BLOCK
MIN
. I _ 6"THK
14 so
TYPICAL UNDERFL00 PIER/F007ING
OR UNDER DECK P/ER/FOOTING
5)
9" MIN
2" MIN
VARIES
FOOTING WITH POST BASE k MONOLITHIC PEDESTAL
REDWOOD OR
P. T. POST
POST BASE
12'
MIN
POST FOOTING ON SLAB FLOOR POST FOOTING — NO SLAB FLOOR
EXPOSED TO WEATHER OR WATER SPLASH OR IN BASEMENTS
TYPICAL RESIOEN 17AL POST AND PIER FOOTINGS REV Dp gA TE scALE �/2 =� =o- DA 7E:• 10/91
BUTTE COUNTY BUILDING DEPARTMENT DWG: S7DF7G2 SHT 1 OF 1
p0>'c�-""'-n Geldern Pres.
von Geldern Engineering Company Edward von Geldern R.C.E.
(1887.1971)
o B.T. Berndtson R.C.E.
Dean P. Chellis L.S.
f�O BillJ. Walker L.S.
a CIVIL ENGINEERING - LAND SURVEYING - BUILDING DESIGN - PLANNING Roger Tokunaga R.C.E.
430 SECOND STREET = YUBA CITY, CALIFORNIA 95991 - (916) 673-6330 - FAX (916) 673-9067 Robert Brookman L.S.
I J.
t !
June 3, 1992
County of Butte '
Building Department
7 County Center Drive
Oroville, CA 95965
Subj ect :` North Va l ley Ready Mix
Butler Bldg. Pad
6261 Lincoln Blvd.
Y
Dear Sir:
s
This is to advise you that compaction of the subject building pad
has been tested and found to be appropriately constructed. The
test results indicate that the relative compaction of the fill
placed.exceeds the 95% relative compaction required.
V ry truly urs,;
er T kunaga
Ci it Engineer
EErLEROD
2/5/92
Butler Manufacturing Company
7440 Doe Avenue
Post Office Box 1590
Visalia, California 93279-1590
Phone: (209)651-4855
Andy Wood
North Valley Ready -Mix
#11 Three Sevens Lane
Chico, CA 95926
To Whom It May Concern:
4LJ
a No. C 045618
4( EXP. 12-31194
`njgl CI V 11.
70'x200'xl6' LRF 1:12.
Sprocket Specialists'
Oroville, Ca
BMC ORDER NO. 04-033069-1
Bldr. No. 92-04
Please accept this letter as our certification that the Butler Mfg.
Co. (an AISC Class MB Certified Fabricator) components of the subject
building, when ordered in accordance with Butler standards, will be
designed in accordance with the 1989 Edition of the AISC Specification for
the Design, Fabrication and Erection of Structural Steel and the 1986
Edition of the AISI Specification for the Design of Cold -Formed Steel
Structural Members. The basic loads of the subject building meet or exceed
the County Climatic Data as published in the 1986 Edition of the MBMA Low
Rise Building Systems Manual.
Loads applied to the subject building are in accordance with the 1988
Edition of the Uniform Building Code.
The subject building is designed to carry a basic roof live load of 20
pounds per square foot in addition to the dead load of the structure.
Components are designed for reduced roof live loads in accordance with
Section 2306 of the Uniform Building Code. Roof live load for each
component is based on the following schedule:
Tributary Loaded Area (Sq. Ft. ) Design Live Load ( p.s.f.)
0 to 200 ft. 20 psf
200 to 600 16 psf
Greater than 600 12 psf
The building is designed for a basic wind speed of 80 m.p.h., exposure
factor "B" applied in accordance with Section 2311 of the Uniform Building
Code.
The building is designed for Seismic Zone 3 in accordance with Section
2,p12Nof the Uniform Building Code and importance factor 1.0.
.Load combinations are in accordance with Section 2303(f) of the Uniform
Building Code.
These Butler components, when properly erected on an adequate
foundation in -accordance with the erection drawings as supplied and using
the components as furnished, will meet the above loading requirements
without exceeding the allowable working stress.
This certification does not cover field modifications or design of
materials not furnished by Butler Manufacturing Company.
Cor isy yo rs,
BUTTE COUNTY ,
BUOLMwC ®LGPARTMENT David S. D ton, P.E.
Project Engineer
APPROVED
DSD: CW/
Polaris Engineering and Surveying, Incorporated
111 East Third Street * Suite 1 D *'Port Angeles * Washington 98362
(206) 452-5393 * FAX: (206) 457-9319
June 2, 1992
Mr. Andy Wood
North Valley Ready -Mix Agri -Systems
11 Three Sevens Lane
Chico, Ca. 95926
Subject: Building for Sprocket Specialists. Aja- 3&-09Z- 06S --
Dear Andy:
In the plans for the abovementioned building that were submitted to the Butte
County Building Department, an error was made on Sheet 4 of 5. The table giving
footing data for details A and B is in error in that footing reinforcing and
dimensions for the two footings is reversed and several of the dimensions in the
table were in error.
The corrected table should read as follows:
DIMENSIONS AND REINFORCING
DETAIL
B
D
E
A
12"
18"
12"
B
12"
12"
6"
REINFORCING
2-##4 CONT. TOP AND BOTTOM
1-##4 CONT. TOP AND BOTTOM
The above numbers correspond with the values used for design in my calculations.
Mr. John Henry of the building department has noted this error and will note these
changes on the plans.
Please call me if you have any questions on this matter.
Sincerely ,
Andy Crandall
RCE 32934
jn 92088
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MASONRY WALLS N E S W
1st Lift
2nd -Lift
3rd Lift
4th Lift
5th Lift
6th Lift
FIRE WALLS(Occupancy,Area Propart
Gypsum Board 1st Layer 2nd Layer
Walls
Ceilings
r
MASONRY WALLS N E S W
1st Lift
2nd -Lift
3rd Lift
4th Lift
5th Lift
6th Lift
FIRE WALLS(Occupancy,Area Propart
Gypsum Board 1st Layer 2nd Layer
Walls
Ceilings
S
a
COMMERCIAL
36-292-6 92-1204 BPEM
CHESTNUT,.Clara
6251 Lincoln Blvd, Oroville
i cont: North Valley Ready Mix
comm manufacturing plant
i
1
,4
1
.i'
T'
OFFICE COPY
Address f
r; • GAS pate
Meter By
ELECTRIC ate
Meter by
OFFICE COPY
Address
GAS Date_ 1
Meter By
ELECTRIC pate
Meter By_
JOB FINALED (Dat
Signature
CERTIFICATE OF OCCUPANCYAISUED (Date)
Signature,
,
S
a
COMMERCIAL
36-292-6 92-1204 BPEM
CHESTNUT,.Clara
6251 Lincoln Blvd, Oroville
i cont: North Valley Ready Mix
comm manufacturing plant
i
1
,4
1
.i'
T'
OFFICE COPY
Address f
r; • GAS pate
Meter By
ELECTRIC ate
Meter by
OFFICE COPY
Address
GAS Date_ 1
Meter By
ELECTRIC pate
Meter By_
JOB FINALED (Dat
Signature
CERTIFICATE OF OCCUPANCYAISUED (Date)
Signature,
V=OK
O = Not OK
= Not Applicable
= Not Ready
COMMERCIAL
Date UND!ERFLLOG Plans OK except #'s
t1'UN4,inySetbacks-Easements- od-Slope=Soil Report
2.41-g-, Main; Soils-Ufer und.-Ft epth
AA!r.-1d Downs -Bolts -Straps -Embedment -Hair Pins
4. Concrete -PSI -Cert -SP. insp.-Loc.
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6..Reinf. Steel -Grade -Placement
7. Slab; Steel -Wrapped -Wire Mesh ,__,D
8. P Steel
.91*6W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. Gas Pipe; Size -Anchors
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground, Underslab
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Masonry -Rebar -Lifts
Date /- & Card B-1 t Date Card B-1
Dat -'f,1 VCard B-1 _ Date Card B-1
OK except #'s
VR- 16. Water �Vaal_Acc mbustion Air -Baffle
Ater Pip -t Anchor -Nail Protection
D.W.V. i tmgs & Anchor -Nail Protection
-14, Sinks -Floor -Grease iELP
H ndicap-W/C-B ing
6010�Gas Pipe; Size & Anchors - IM evvell 42eaelxalions
Date -ZZ Z -Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELE TRICAL Permit OK except #'s
be Fixture & Transformer Clearance -Ins. Protection
23. Single Phase -Three Phase -Equip. Bond
240'size Boxes & No. of Conductors -Stapled
. Romex,lnstalled Close to Edge of Studs & C.J.
. quip. Ground made up w/Mech. Fastners-Bon Gas
27. Wiring -90° -Protected -Color Coded
ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga.
Cu or AI
29. Fjre Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling
Service -Riser Conductors & Ground -Main Disconnect
!aEquip. Clearances Panels-Motors-Mech. Equip.
ire Wall Penetrations
DateQ Z Card B-1 _ Date Card B-1
Date card B-1 Date Card B-1
Date ME4ANICAL (Permit) OK except #'s
. A.C. Ducts Insulation & Support
en t Fan; Exhaust above insulation
_ 35. Condensate Drain verflow; Size & Grade
36. F rnance , ccess-Comb. Air -Return Air Vent -115 outlet
attic Access & Platform if Furnance in Attic
98e'FI.V.A.C. Ventilation-Resf e^ess-
vOO.-Smoke & Fire Dampers
Date,q-z,-i and B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FR/WING (Plans) OK except #'s
ails, Proper Material & Anchors -Hold Downs
4✓ alts Studs -Nailing, Spacing & Bracing -Plates -Sound
Baring Walls over Girders & 9lca&-N9iMrttg1-
43. Draft Stop in Walls (rat proof)
IF -44. re Stops; Furred Ceilings -Stairs -Chases
Headers & Beam -Size & Bearing-Suppo ix.
Date,' FRAMING (Continued) /
46tH ngdrs-4�e. 1 2sps-AnKors-Co ctors
oof Shthing-Nailing-Diap.Chord Splice
48. Firewall- Doo rs-Area-Occp.-Prop.
_4& -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
160 -Glu -Lam cert.-Placeme t -Sup ort
Steel Buildings -P -Gir rs
t52. -Property Line Firewall & Openings
Ext. Doors -Handicap Access
-34-Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
--r!i& plywood on of Overhang -Attic Vents -Rafter Outriggers
-66_.&rding-Na' g y -z" I e.& /
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
Glazing Area -Glass Protection -Skylights -Plastic -Fire Port.
59. Shear Walls -Plywood-Nailing-Conn to Roof
60. Insulation -Walls -Ceilings
61. Infiltration -Walls -Windows
62. Corridors -Openings -Fire Protection -Framing
Date? -ZZ and B-1 fJ/L Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL jPansj�OK except #'s
Le Ext. - teps-Door & Sidelight Protection -Landings
s -Size -Number -Placement
Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
4W-SprhrktW =Placement -Test
,67--&"tRaQA0d Ceiling-Seismic-Wires-Elec-Light & Mach.
Iec. Trim & Subpanel; Breaker Sizes & Labels
Stair , s
andicap-Door Levers -Fin. Floor
Wk-ETe—c. Outlets at Wood Panel; Int. & Ext.
.. 7 . Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
Above Floor-Mech. Protection
b. _ lec. & Mech. Equip. Listed for Location
nsulation-Foam-Looked in Attic ❑ Yes
Construction -Post Caps
7 n. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
78--X_C. Unit; Disconnect, Electrical, Plumbing
79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to
OP-Aniff6s
joe,lRater We1j; Disconnect, Electrical, Plumbing
M_Exierior Elec. Trim; G.F.I. Receptacle -Underground
8P--9ft-Siig2a[k. -Handicap
rotection
0-1corrections from Previous Inspections
as Test -Meters Tagged; Gas -Electric
ater_&_Sewer Connected -C/O to Grade -HD Approval
8A_&Iergy Compliance Certificate -Other Certificates
ar-pee4R9-rasaificate-Fire Rating
Date Uard B-1 Date Card B-1
Dat ;�j 4 Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
Certificate of Occupancy
(NOTE: An entry must be made each time you visit the job site)
Permit No.
-
E N E R G Y C E R T I F I C.A T I 0 N
Sorocket Spec. Bldg. Lincoln Blvd., Oroville, CA.
LOCATION
ROOF
Material
Thickness(inches)
DESCRIPTION OF INSULATION
A.P. No.
Brand Name
Thermal Resistance (R Value)
EXTERIOR WALL Brand Name OWE:NS-CORNING
Material FIBE�:RGLASS BATTS
6.. Thermal Reelstance(R Value) R19 .
Thickness (incites) 4
CEILING Batt or Blanket Type FIB R � ASSNS Brand Name Ok'�'NS CORNIN
Tt or Blanket Ty) 9z TI►ermat Resistance(K Value) R30
n Brasid Haiti lb.
e
Loose Fill Type Number of Bage Wt. per bag
Minimum Tit icknsj(Inches)__�^
) Thermal Reaistance(R Value)
Area covered(ft.
FLOOR, ELEVATED
Material
TEiicknesa (inclage)
FLOOR, SLAB
Material
Thickness (incl�ea)
Width(inches)
FOUNDATION WALL
Material
Thickneea(inchea)
Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal Reststance(R Value)
Brand Name
The"*1 Revistance(R Value)
I hereby certify that tlla above insula tion was installed .in the above building
in conformance with the State of Calitgrn�ta Sneray Requirewentov
LOERKE: INSULATION CO. INC. 499150
FIRM N�/OWNER $TAT$ CONTRACTOR $ LICENSE N0.
October 19, 1992
DATE
SIC TURF OF INSTALLATION APPLICATOR
I hereby certify the above insulation and all required items as shown on the
Building Department approved
plans and attarhinentg rgy Requirelave ments*
All
installed as
required by tike State of Ca
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
/0c���� 3og524
FIRM NAME/OWNER ( lease print)
STATE CONTRACTOR $ LICENSE NO.
SIGNATURE OF F..NCRAL Cj�CTO�
NER
TE
PRIO
THIS• CERTIFICATE MUST BE ON FILSUALL11BEEEPOSTEDDING WITHINPARTTHE B�i1.DIHGR TO FINAL
INSPECTION APPROVAL. AND A
January 1984
p�o „Richard von Geldern Pres.
-O Edward on Gelder" R.C.E.
von Geldern Engineering Company
(1887-1971) son R.C.E.
o Dean P. Challis L.S.
M3 BIII J. Walker L.S.
O CIVIL ENGINEERING - LAND SURVEYING - BUILDING DESIGN - PLANNING Roger Tokunaga R.C.E.
430 SECOND STREET - YUBA CITY, CALIFORNIA 95991 - (916) 673-6330 - FAX (916) 673-9067 Robert Brookman L.S.
� j4 1-2rte
June 3, 1992
County of Butte
Building Department
County Center Drive
.. -, -.Oroville, CA 95965
......
Subject: North Valley Ready Mix
k Butler Bldg. Pad
6261 Lincoln Blvd.
.,,..D� a r Sir:
I
Tis is to advise you that comz,action of the subject building pad,
...,"'W -as "been tested and found to be appropriately constructed. The
test results indicate that the relative compaction of the fill
_.paged exceeds the 95% relative compaction required.
V ry truly urs,
G
er T kunaga
Ci it Engineer
CALAA VERAS
Calaveras Cement Company
Paul L. Traba
800-821-9119
C? FS 1=o -L C._*6srJJu'—
rr-
Von Geldern Engineering Company
430 Second Street
Yuba City, CA 95991
NUCLEAR COMPACTION TEST DATA
No++Q,. g4ak pe ---.4.r MATERIAL i;kof�c rcwe
'b'A1')ev `old 6 Z G t.,I" colK bl/d. OrovhI e, CIt DATE C - .t'_ I - TAKEN BY (J•0
INCREMENT
TEST NUMBER
1
2 3 4
WATER ADJUSTMENT (GRAMS)
6 7
—10/ -
STATION
TAMPER
TAMPER READING
X0,3
10,3
-�•�
WET DENSITY
LOCATION OF TEST
web
we's't-- F, //cvc-
lJ{- ;11111
DEPTH
�o
`FAILED /PASSED
. y. �.....
DENS. CNT.
WET DENS.
/`r D
(4y. 6t
t _•
_.,
DRY DENS.
LAB MOISTURE
MOISTURE
/a, 7-
(l �5'
(D,q ,0 •
C
.Z MOISTURE
9,
,.r
•� • (.
STD. DENS.
ISS:/
tS��
�.I SS,
OPT. MOISTURE
%
7°
`WET B COMP.
. -v
S. L
DRY COMjp
_•..
r
REMARKS:
IMPACT TEST DATA
INITIAL WET WEIGHT OF TEST SPECIMEN (GRAMS):
aZ`j t:✓o
INCREMENT
1
2
3 4
WATER ADJUSTMENT (GRAMS)
(0
—10/ -
TAMPER
TAMPER READING
X0,3
10,3
p
WET DENSITY
(SS,
ISS,
ISS
ERCENT RELATIVE COMPACTION
SPECIFICATION
`FAILED /PASSED
-•a°f, . 19.
1
l.Ll M
Von Geldern Engineering Company" ' ' "�
430 Second Street 'r'
Yuba City, CA 95991 �'>.
CIVIL.
F OF CALIF��
NUCLEAR COMPACTION TEST DATA
INCREMENT
NiOy �o��le Qdea
V�I�K
MATERIAL
aki'�•C'v Iple(
(�
1,�K(*o(vi tv.a, t::�►-v, lit DATE (o, l -
2 TAKEN
WET DENSITY
TEST NUMBER
1
2
3
FAILED / PASSED
STATION
Two
1-.t
��O
hi
LOCATION OF TEST
wnv
1 i/
tzi „1
oF
t2 v ,
U&
e le
DEPTH
foot
DENS. CNT.
AO SA
10
oT
��
WET DENS.
/36 /
l
/w--?
/✓
l
/3Z/
DRY DENS.
33.
33 P
LAB MOISTURE
(o
S
0101STURE
to.7 to.
10,
l 1 1
5% MOISTURE
61.0
a
C)
6
STD. DENS.
IISP
(S S,
1
0;-s It4
Ib 1
OPT. MOISTURE
%
T'
7
WET % COMP,
tie o
�e
J o
DRY % COMP.
.moi
4.� n
o.�_ ._
.c1�
REMARKS:
IMPACT TEST nATA
INITIAL WET WEIGHT OF TEST SPECIMEN (GRAMS):
INCREMENT
t
2 3 4
WATER ADJUSTMENT (GRAMS)
TAMPER READING
WET DENSITY
ERCENT RELATIVE COMPACTION
SPECIFICATION
FAILED / PASSED
.0
r
1
Von Geldern Engineering Company
430 Second Street
Yuba City, CA 95991
NUCLEAR COMPACTION TEST DATA
MATERIAL I iv �i►�eWc�
tier (v 6 iH�(N J , 00,o�; U DATE �'-a8- Z TAKEN BY Gv
1
TEST NUMBER
1 2
3
TAMPER READING
WET DENSITY
STATION
ERCENT RELATIVE COMPACTION
SPECIFICATION
LOCATION OF TEST
EQS Q vtq
IGGI t grca
,��v
�w �'tR
DEPTH
c,
v
m
•
DENS. CNT.
8
1z
ib
S3
WET DENS,
DRY DENS.
LAB MOISTURE
8•
MOISTURE
(Z .
% MOISTURE
STD. DENS.
155,
I.SS'.I
11`
Fy`5-,
OPT. MOISTURE
7 *A
'WET S'd COMP.
?LOt 3
d?
DRY % COMP.
4S
REMARKS
IMPACT TEST DAT"
INITIAL WET WEIGHT OF TEST SPECIMEN (GRAMS):
INCREMENT
1
2 3 4
WATER ADJUSTMENT (GRAMS)
TAMPER READING
WET DENSITY
ERCENT RELATIVE COMPACTION
SPECIFICATION
FAILED / PASSED
�p.3
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS.
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6367
CORRECTION NOTICE
s OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is complet5A If you have any questions pertaining to this matter, or need additional explanation,
/jplease / nt- ct this office immediately.
D 1 ►t
�t . -F o � w 5,.1 •�"
Date 4-L Inspector REN/11/91
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when'correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please act Ahis office immediately.
19
-Z
L- '/ /1'/ --->
I
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7469 Humboldt Road, Chico, CA - (916) 891-2751
'7 County Center Drive, Oroville, CA - (916) 538-7541
_ 747 Elliott Road, Paradise, CA - (916) 872-6367
f
CORRECTION NOTICE
-/ 2 vim/ "
PERMIT NO.
A routine igrectian indicates that the following violations of Butte County Ordinances exist at
the abo arldfess should be corrected. Please notify this office when correction of work
isoovpleted.lf ve any questions pertaining to this matter, or need additional explanation,
pleaoe tlis office immediately. 1
we t
�i�--n-'z-L
'11TGf
a
Date � " Inspector
REI/ 101
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE
OROVILLE, CALIFORNIA - 538-7541.
CERTIFICATE',,0F OCCUPANCY
This building has beers constcted°aiid'completed-"i"iYibbrdance with
the requirements of the Unifor 1 Building Codel-6iider'tpk•errit't`-'number
92-1204 for the following:
.. , . i ., ;:.y . t�.,arFr,•,*t eick i,
Use Classification Sprocket Manufactur+ing Plant:
Address or Location 6251 Lincoln Blvd, Oroville, CA 95966
Group B-2 occupancy: Type VN construction.
9
It is hereby certified for the occupancy described above and may be
occupied.
Director of Public Works
Date 1/6/93 by
POST IN A CONSPI OUS PLACE
(Uver)
3VIAG iii T 4130 YTMUOJ T c')II%) ! 01je ci *:O TWBILIT? 1x30
rtt•cT-r:£F - Afd..90::1JA3.3.1J1VGfS0
1� �A1��a"N OITI C?E,"f:"F
�; - ..
Idfi'u srat:tA;lnew�Certificate, Occupancy kiss requiredsif,the �tusesor occupancy
:Jcitrlot,thlsrbuilding�changesJ� t'.,1it_,lis,tl M1, ti11'1•Jrli to �:n"111!5 su{rss it
This Certificate of Occupancy shall be posted in a conspicuous place
—andAs not. to. be. removed.by. other. than.th e, Bu I Id Ing, Inspector. A's) icia:1J '—? j
rlrA!r'w" i v-) ra-:s-sb1)A
.114rJ11D1111e-rtoJ -- sgyT
0t1 '{fart lint, SJ.r'f, 1ndhazyb ianscjli )3r> -:rli •tot i3yiiirmn •td! 1sd ?; 3;
PA-tovi -'Ad cl 10 -to;:n- i'l
3DAJ4 ,UOU31gpii0J 4 141 TZ•^fi
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 92-1204
ARFUCATION AND ,PERMIT
ASSESSOR PARCEL NUMBER
036-292-065 & 067
ZONING ,r
M 1
BUILDING PERMIT
OWNER _
CLARA CHESTNUT
TELEPHONE
692-1678
SQ.FT. OCC. BUILDING VALU TI N
1035 @ 57
5 S. 99
OWNER'S MAILING ADDRESS
6915 @ 32
221,280
P.O. BOX 577 OREGON HOUSE 95962
CONTRACTOR'S NAME
NORTH VALLEY READY MIX
TELEPHONE
345-7296
6050 @ 22
133,100
CONTRACTOR'S MAILING ADDRESS
Fireplace
11 THREE SEVENS LANE CHICO 95926
CONSTRUCTION LENDER
UNKNOWN
Total Valuation is
413,375
Filing Fee
$ 15.00
LENDER'S MAILING ADDRESS
Permit Fee
$ 1696.50
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ 848.25
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
6251 LINCOLN BLVD OROVILLE 95966
Permit fee
$ 2559.75
PLUMBING PERMIT
FilingFee 15.00
Each Trap
8 5.00 40.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME
7
PARCEL MAP
Water piping
7.00 7.00
Each pas water heater or vent
7.00
USE OF STRUCTURE
Gas piping system 1 - 5 outlets
5.00 5.00
SF ❑ Duplex❑ Mobilehome❑ Other COMM MFG
Building sewer
15.00 15.00
Mobile Home I S I G JW I
@ 15.00
SPECIFY
TYPE OF WORK
New ,'X, Addition D Remodel ❑ Utilities ❑ installation Ell Other ❑
Permit Fee
$ 89.00
Describe work: STEL AND AALU INNrna! tas �RR1CAT1QN
Contractor
SLANT SOQo "T_
ELECTRICAL PERMIT
FilingFee 15.00
Main service 600V OR LESS
200A OR LESS
18.50
CONTRACTORS LICENSE LAW
I declare rider penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and, my license is in full force and effect.
License No. ` � Classification r?
Main service 200A TO IOOOA)
NEW CONST. / DWELLING OCCUPM
OR ADDNS. 1 ACC. BLOGS.
NEW CONST ULTI.OUTLET
NO N•R ESI D BRANCH CIRC ITS116
POWER APPARATUStr
(SINGLE OUTLET CIR.
Ex. Occup(OUTLETS OR FIXTURESFIXED
_
37-501 37.50
3.66 sq.ft.
@ 5.00 IJ
20 @ 760
F -1I, as the owner, or my employees with wages as their sole compen-
APPLNS. \\
Ex. Occup. OUTLETS (RESID )REA.1
j 3.00
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
Temporary service
Mobile Home Facilities
Misc. Wiring
g
15.00
15.00
15.00
❑ I am exempt under Sec. , Business and Professions Code
1
for this reason
Permit Fee
$ 132.50
-
WORKMEN'S COMPENSATION INSURANCE
Contractor
I declare under penalty of perjury (check one):
MECHANICAL PERMIT
FilingFee 15.00
r❑ �The permit is for $100.00 (valuation) or less.
L� ' have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
Heating
qPT.TT SYSTEM
Cooling
g
9.00
.00
❑ I shall not employ any person in any manner so as to become subject
Hood
6.50
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Ventilation
permit Fee
Contractor
3 13.50
$ 46.50
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnif nd keep harmless the County of Butte against
all liabilities, judgments, c is and expenses which may in any way accrue
against s County in cons qu thegranting of this permit.
Mobile Home Installation Fee S
Energy Inspectioq Fee $ 40.00
c cgN�tTY E TOTAL FEE $ 2860.75
H DFEES I IMP FLOOD CDF PAVe PD }1 S E
X Date ��s�
This permit is hereby issued under the applicable provi-
Signature of Applicant Owner ❑ Contractors Agent ❑
An OSHA permit is required for excavations over 5' deep and demolition or construct -
ion of structures over 3 stories in height.
Receipt No. 115576 908.25 117271 1952.50
WHITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT I
sions of the Butte County Code and/or resolutions to do
work i 'cve for which fees have been paid.
WTOn:AF5UBLICWORKS
Date/
B4rllffiX
PPI . E Date
j D�z
COUNTY OF BUTTE -DEPARTMENT OF PUBLIC
�•. 7 County Center Drive - Oroville, California 95985 - Telephone
APPLICATION AND PERMIT
1035 7, j
WORKS PERMIT NO.
916 '538-7541
Assess k PARC L NUMISTR
ZONING —
NINAI
A I
BUILDING PERMIT
OWNER
TELEPHONE
S0. FT. OC BUILDING VALUATION
(Y�J
_T _4?_21
2� /_3_31/60
AILING
O WNER�I"t�!)K ADDRESS CCDM (XI l -J 1�4�
CON)OR.S NAN�E1/kAIX
HONE
37.JTELEP77—%
CO TRACT/TOsR''/SSM' I/LINGDRESS
-r1V e_ 5e ev ,4 v e Lu C/i q J SZ %
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $"� 5
Filing Fee $ 15.00
LENDER'S MAILING ADDRESS
Permit Fee $
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $ 918,25
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING ADDRESS
/ A _ /Y
'Vl`
Permit fee $
PLUMBING PERMIT Filing Fee 15.00
Each Trap 5.00
Solar or heat pump water heater 20.00
LOT NO.SUBDIVISION
NAME
PARCEL MAP
Water piping 7.00 -7,60
Each qas water heater or vent 7.00
USE OF STRUCTURE
SF ❑ Duplex❑ Mobilehome❑ Other� M _
SPEC FY
Gas piping system 1 - 5 outlets 5.00 X5 p'
Building sewer 15.00j()o
Mobile Home S J G W @ 15.00
TYPE OF WORK
Nee. Addition;_; Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: S7-651 4A-Jg Z&(/?/I&%UU�I
Permit Fee $
Contractor
ELECTRICAL PERMIT Filing Fee 15.00
Main service 600V OR LESS 18.50
200A OR LESS
Main service 200A TO 1000A1 1 37.5013 7, 50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license Is In full force and effect.
License 'Jo. Classification
J I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. ( DWELLING OCCUP. h\ I 3.6C sq.tt.
OR ADDNS. l ACC. BLDGS.
NEW CONSTR ULTI-OUTLET �� 5 00 /-17
NON.P ESI D� BRANCH CIRC IT,A
S
(POWER APPARATUS 61
SINGLE OUTLET CIR. /
Ex. Occup( OUTLETS OR FIXTURES 20 9 764
Ex. Occup. OUTLETS FIXED PIRESIO ORA.J I 3.00
Temporary service 15.00
Mobile Home Facilities 15.00
Misc. Wiring
g 15.00
Permit Fee $�, S
—
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑. The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
71 1 shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT Filing Fee 15.00
Heating _
0�
Coolin g
Hood 6.50
Ventilation/3-50
permit Fee $ L 1.50
5
Contractor
I certify -that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.2—cos
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X Date
Si natuA
Applicant re of
9 PP - Owner❑ Contractor ❑ Agent ❑
An OSHA permit is required for excavations over S' "deep and-derpoJition or construct -
on of structures over 3 stories in height. e 1
Receipt No. 1 l55 l - Zs (� Z % - s2 l
Mobile Home Installation Fee $
Energy Inspection Fee $
T P
— ,TOTAL FEE S
I HA2 PrFEES
L i —
IMP
—
FLOOD CDF
I PARCE.40qP
V 1-
ss
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By Date
PERMIT EXPIRES Date
I
WHITE -D. .W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVEOROVh_LE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPLICATWN DATA SHEET
/? / Permit No.
OWNER !` eS�/U�%� A. P. No. 36 —Z `jZ —Q-&!5 07
Proposed Building Use_�ONfit/( ��Y� Building Inspector Date
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED APPROVED
All items have been submitted.
lot plans in duplicate/triplicate, signed by preparer of plans........ -A>V"(/Zo
3. Complete plans in duplicate/triplicate, signed by preparer of plans ..
4. Complete engineered plans and calcs, with wet signature on plans ..
5. Hazardous Material Form .......................................... , /U -
6. Energy Design Compliance and supporting documentation .........
7. Statement of Intent for Non -Heated and AC Buildings ..............
8. Engineered truss details and layout in duplicate (required prior to plan check)
9. Mobilehome installation data including manufacturer's installation
instructions. Q �Qy--
1 t 15�J .....
0. Fees of $ ........................
11. Chico Urban Area fees paid .......................................
12. Park fees paid ...................................................
=�13. �� ��Gh� School District fees paid ... .
14. Sanitation approval from / % l Health Department 2 �J
15. City of Chico plumbing permit .....................................
16. Plot plan and business license approval from City of
(see City for other requirements)
17. Planning approval for (A) Use:kCX—(B) Parkin ( ...
Improvements may be required. C t. e g PW 21 ctZ J L�--
1 Driveway permit (construction approval require prior to occup ncy) A -k
20. Pre -Inspection for required ... Pre-I"Spec. request cow^. G.42
Building Inspector (Date)
21. Contractor's license information (No., Name Style, Classifications ...
22. Certificate of Workmans Compensation Insurance ..................
23. Owner -Builder Verification (Given to owner ❑, Mail to owner 0) .....
24. Recorded copy of Agricultural Acknowledgment Statement .........
25. Letter of signature author' ation .... ... .
Sh2rt�'l`s Fee %� X03 4 sc��ft =
t9l �- 27.
When you issue the emit, proce s as follows:M o owner.
V Telephone and hold for pickup at offic
Other �/ 5
�ore u -Y71 -77 -
Applicant
7/ - 72 A,,, � j
/t/f 1 SGs 52 Sl - ¢s 3Gg
Mail to contractor.
n Deliver w/inspector.
Copy of !.az-Mat form sent Health'Dept. Fire Dept. Air Pollution
Copy of plans sent Health Dept. i er De tp . Other Date
The following data must be submitted pri r t per
1. Index permit for above items No.
2. Additional items required: ea
Date!
nce: (Circle new item not checked above).
B,l9SA�t' ::e74fe S' -z4-9:7
Contractor, designer, owner, was advised of above required data by_phone__jnaiI—counter by
Contractor, designer, owner, was advised of above required data by—phone —ma II_coyxter by
Plans checked by
Copy—DPW
Date Plans approved by
Sets of plans on hold in File cabinet AP folder
date-
- date —
Date
• Certificate of Compliance
Simplified'Compjiance Approach CF -is
S�ax�-r �✓P�+p�►7-r bl.lo�.. 3-30-1IZ
For Enforcement Agency Use Only..
- - Project TideDateDam of Certificate
W.!•nY C42csf460faA-4—
- -
-Project Architectillngineor _'"
Budding Permit Number _ .. .
�I
Project Location Climate Zone
Plan Checked By
012001 L*AA fits
City(rown
Field Cbaked By
Documentation Au[bor/Fum - Telephone
Approved By
Ptorip.l Driffm The proposed building will be in substantial compliance with the
Compliance Requirements
_ - California Building Energy Flrxkncy Standards provided it is built scoording to the
. - plans and specifications and provided future improvements are completed according
indicated Certificate
- GENERAL -
1 Occupancy: UBC 1 67- CEC C�'FPe-t
- to the requacments on this of Compliance. The plain and
specifications have -been prepared to include all significant energy conservation
features required for compliance with the Standards. Building areas that are
11 t
2 Gross Conditioned floor area 10 5-s
2 Gross
- unconditioned and/or toot subject to the standards are indicated on the plana. -
OPE
-. Plans dated specs dated
�_40, 3 r�- � L
' 3 RooUceiling construction
-
-- = Signawre Dam
L6_
- - �., CQa1J pp•f ` - G11� Il..!o _ --
4 Insulation -at suspended ceiling yes/no?
- NameRtk
�L b�.� �NfofZ �ei2dE-�
5 Floor o Raised (R-11 required)
_ Company
aWab (No requirements)
:5T-
6 Walls construction
_ Z pro I�oacs FiPo-fi.+ I oto
_ _
Address
Powe .�nt�-t..>r� �A 83�Z
city/statefZip
Zc�-sir 2 -5 13 G -3z�13,d-
Telephone CaL Lxense No.
j�
7 Glazing Type= V�gL,6 CUs-a.�
Ooos The energy conservation features and performance specifications indicated
on this document and on the plans and specifications shall apply to future
alteruions, unless compliance is demonstrated anew and a new cenirtate of
8 Skylight Area= Vertical Glazing Area= 2 �2
Compliance is submitted A copy of this Certificate will be retained and transmitted
to future tenants, subsequent owners or others with responsibility for making
improvements or modifications to the building If this certificate is las[, a new
LIGHTING max. allowed/proposed
Cenifiate may be required before a permit is issued for alterations. Unconditioned
areas indicated if
are on the plans and these areas are conditioned in the future,
they muss be made to comply with the applicable energy standards then in effect.
9 General lighting power density= It� Its 1
Signature Dale
10 Display lighting power density=
11 Energy saving lamps required yes/no? *(E5
Name (Print)
:ik/C mparrf Name
Address
-
cityr—dZip
F-fot®mtAgency. The ptoposed building, and future alterations will comply with
the C490mia Building Energy EMdency Standards, provided future alterations meet
the requirements indicated on this Coni sate and an applicable mandatory measures,
= long w the building occupancy type remains unchanged.
34patum Dam
NamclTide
A4dmu
Cityr--dzip
Blank Forms IV -2
HVAC
12 HVAC sizing
Cooling capacity (kbtuh)
Heating capacity (kbtuh)
13 HVAC Equipment
Type Mfg./Model#
max. allowed/proposed
+eq; 3y
L_ 4-b
Capacity
e -6-is L.&O 05?0o55
`'l'' H'soM / S-rr--r
14/ 5[01 L -T -Y 056P p2E-�So�
14 Economizers (yes or no?)_6Q, if no indicate exception
klrimeter zone
13 other
�
SU"L!�—.- r-OWLLANCE APPROACH WORKSHEET NVS-Is
Pmjca Mde f conme Zwe Due
GENERAL BUILDING DATA..
..(I)CEC'Occupancy, 90FF�e_& (2)Permit Conditioned Floor Area 4:
-(3)Exterior RooUCciling Area —112.�3.. (4)Conditioned Perimeter
(5)RoofICeiling Insulation Height (6)Grom Exterior Wall Area
(7)Vertical Glazing Area ZI Z ib (8)Opaque Exterior Wall Area
-ROOF/CEU.JNG
(9)Suspended ceiling, ycs/no*?
(10)Roof/Ceiling construction Assembly (DT -1)
A B C
(11) [3 Raised Floor(R-11 Required) (12) UKab Floor (No Requirements)
(13)Exterior Wall Construction Assemblies (DT -2)
A
DESCRIPTION
AREA (ft2)
MIN.ROOM SIZE
(50 x D) V)
TOTAL AREA
(A x D) W)
IQTT
0
(14)TOTAL EXTERIOR WALL AREA
(15)Type (16)Glazing percentage allowed
([Y1'-3) (Orr -3)
(17)Skylight Sizes
A B
Y DIMENSIONS
TYPE AREA
(ft2)
MIN.ROOM SIZE
(50 x D) V)
TOTAL AREA
(A x D) W)
IQTT
0
I I
I
I
(18)TOTAL SKYLIGHT AREA
(19)Effective Glazing Area For Skylights
LIS x 4.0
(20)Total effective glazing area (ft)
MAXIMUM
ALLOWED
LA x L16 : IW
Blank Forriis lV-6
PROPOSED
L7 + L19
6
SMOLEFIED COMPLIANCE APPROACH WORKSHEET WS -2s
11 :5-30 -1Pxojea Y--
Climate zone Date
lIG17MG
A B c D E
LIGHT FIXTURE from table 3-20. Ener gyyy Efficien
Manual)
GENERAL
LIGHTING
DISPLAY LIGHTING
TYPE
watts/fixture
Qtv
BXC
Qty
BxE
FLOURESCENT w/ 4 -foot ener-gy saying lamps
72
+ 7
F��
A
B c
2 -lamp fixtures
3 -lam t) fixtures tandem wired
108
EAST 13 (0
65
152c,
3 -lamp fixtures individualwired
115
SKYLIGHT 0
4 -lamp fixtures
144
�Z-k&
115 Z'
(DT -5)
0,
FLUORESCENT w/ 4 -foot regular lamps
86
2 -lam p fixtures
3 -lam v fixtures tandem wire
129
3 -lamp fixtures individual t y wired
'136
4 -lamp fixtures
172
OTHER (75 watt min. for incandescent)
TOTALS (21)1
I tj I C,1
(22)1
0
(23) General Lighting Power .Density '(W/ft2)
MAXIMUM
TOTAL
ALLOWED
PROPOSED
1 w 4-
WALL AREA L14
# 11t4b
zo for Retail
L21 -L,2
L5 W offim
HVAC SIZING -----------------------------
m ---------
(25)Cooling Load
F��
A
B c
COMPONENT
CLF
TOTAL
ROOF AREA L.3
(DT -1)
.111
1 w 4-
WALL AREA L14
# 11t4b
(W-2)
1L. I (a
1'3(,
#
MAX. ALLOWED
#
F��
GLAZING AREA PLANS
NORTH 40
(Dr -3)
57. Z
12b8
SOLM-I 0
(DT -S)
EAST 13 (0
65
152c,
co
`Ib,1
SKYLIGHT 0
LIGHTING WATTS t21' L22
1515
2-8
�Z-k&
PEOPLE/APPLIANCES:: CFA(Lz)
and VENTILATION/
o 30
INFILTRATION
(DT -5)
0,
(U)Total heat gain
- (24)Display Lighting Power Density (Wfit�
MAXIMUM
TOTAL
ALLOWED
PROPOSED
IS 10
WALL AREA L14
#
0.25 for RCWI
t�U
0.10 for off=
----------------------------------------------------------------
(27)Heating Load
A B c
COMPONENT
HLF
TOTAL
ROOF AREA L.3
#
(DT -1)
IS 10
WALL AREA L14
#
(DT -2)
PLw=
#
MAX. ALLOWED
#
F��
AREA L7+L18
V t
(DT-3)GLAZING
0460
VENTILATION/ CFA(L2)
INFILTRATION 0 3
(DT -S)
(28)Total heat loss
1(p I50
(29)Cooling Equipment Size (kbtuh)
MAX. ALLOWED
PROPOSED
L5 z L26 - 1000
PLw=
(30)Heating Equipment Size (kbtuh)
MAX. ALLOWED
PROPOSED
F��
L8 z 1.28 _ IODD
Plans
IV -7 Blank Forms
SEM -?IJFIED COMPLIANCE AP1DROACH MANnw-roRY sPECncAnONs cuEaaisr MF -1s
Project Title
Envelope Measures
ar[W( Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for
- insulating material -
All insulating materials ihall be installed in compliance with the flame spread rating and smoke density of Sections 1712 and
1713 of the UBC.
After installing insulation, 'the' installer shall post an insulation certificate (IC -1) in a conspicuous- location.
[ All doors and windows installed between conditioned and unconditioned spaces shall be designed. to limii.air leakage into or from
_ the building_ envelope.:
[ r AH manufactured doors -and windows installed shall have air infiltration iaies certified by the manufacturer per Section 2-5317(b).
( „}�Siteconstructed doors and windows, exterior joints, and openings in the building envelope that are observable sources of air
leakage shall becaulked, gasketed,- weather-stripped or otherwise sealed
[' ]� All glazing for elimate zones 1 and 16 must be special glazing with a maximum overall U -value of 0.65.
Skylights shall be installed only in rooms where the room area is at least 50 times larger than the skylight arra installed- in the
room.
HVAC and Plumbing Sysiem Ivfeasuies
[ vJ� Piping, except those -conveying fluids at temperatures between 60 degrees and 105 degrees Fahrenheit or within HVAC
equipment, shall be insulated in accordance with Section 2-5312.
(% Natural gas appliances shall not be equipped with a continuously burning pilot.
[ ] Heat Pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating
load can be met by the heat pump alone. Electric resistance supplementary heater operation is permitted during transient
periods, such as start-ups and following room thermostat setpoint advance, when controls are provided which use preferential
rate control, intelligent recovery, staging, ramping, or similar control mechanisms designed to preclude the unnecessary operation
of supplementary heating during the recovery period. Supplementary heater operation is also permitted during defrost.
( If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s)
when hot water is not required.
[ Vl000� Ventilation air shall be provided per Section 2-5343.
(t/ Air handling duct systems shall be constructed, installed, sealed, and insulated as provided in Chapter 10 of the State Mechanical
Code (Title 24, Part 4).
( J On mechanical ventilation supply and exhaust systems capable of moving more then 5,000 cfm of air, automatic dampers
interlocked and closed on fan shutdown shall be provided. On gravity ventilating systems, either automatic or readily accessible
manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided.
[ y Lavatories in restrooms of public facilities shall be equipped with:
a) outlet devices that limit the flaw of hot water to a maximum of 0.5 gallons per minute, or with self -dosing faucets that
limit delivery to a maximum of 0.25 gallons of hot water for recirculating systems and to a maximum of OS gallons for non
recirculating systems.
b) devices that limit the outlet temperature to a maximum of 110 degas Fahrenheit.
1V_3 Blank Forms
( ] Room air conditioners, central air conditioning heat pumps (regandles; of capacity, except that -requirements for central air
conditioning heat pumps with cooling capacity of 135,000 Btu per hour or more apply to heating performance but not cooling
performance), other central air conditioners with a cooling capacity less than 13S,000 Btu per hour, fan type central furnaces
with input tate less than 400,000 Biu per hour, boilers, wall furnaces, floor furnaces, room heaters, unit heaters, and duct furnaces
shall have been certified -to the California Energy Commission by its manufacturer to comply with the efficiency standards. .
[ Each HVAC system shall be equipped with at least one automatic device to act back or shut off the system during periods of
non-use or alternate use of the building spaces_ or zones served by the system. (timelock)
[ /Each zone shall be provided with at least one automatic temperature control device for the regulation of space temperature.
I^ ch floor with conditioned space shall contain one zone.
"l ( e temperature controls shall: - -
_ (a) be able to maintain space. temperature set points from SS to 85 degrees Fahrenheit. TWo or more replaceable fixed set
. point devices, one_ for cooling and one for heating, may be used in lieu of continuously adjustable set point devices.
(b) be able to operate zone heating and cooling in sequence if both are provided.
(c) provide a temperature range adjustment up to 10 -degrees Fahrenheit between full heating and full cooling capacity to the
zone, if the zone has both heating and cooling- capacity. -If the HVAC system uses reheat or retool for conditioning this
zone, this control shall reduce cooling capacity: to the zone before reheating and reduce heating rapacity to the zone before
retooling.
[ J All HVAC systems installed as part of the Simplified Compliance Approach shall include an integrated temperature or enthalpy
l 1 economizer cycle or integrated water economizer cycle, or a sepatafe ventilation system(s) capable of supplying outside air for
ventilation and capable of bringing in outside air under thermostatic control while locking out other mechanical heating or cooling
systems. The economizer shall be capable of operating and providing partial cooling, even when additional mechanical cooling
is required to meet part of the load.
Exceptions:
[ ] a) Systems of less than 3,000 cfm peak supply air volume and direct expansion cooling systems of 15 tons or less nominal
cooling capacity may use a two position economizer that is not able to provide partial cooling when mechanical cooling must
operate simultaneously.
[ K b) The system serves only perimeter zones of which less than 20% of the zone areas are located more than 15 feet from
an exposed exterior wall.
[ ] c) Systems with no mechanical cooling capability.
[ ] d) The total capacity of cooling systems without economizers serving the permit space is less than 5 percent of the total
installed cooling capacity.
Lighting System Measures
(✓Je0000 Each area enclosed by ceiling -height partitions shall have independent control of the lighting within that area.
[
Each area enclosed by ceiling -height partitions shall have at least one readily accessible manually operated switching device to
control fighting within that area. For lighting controls, "readily accessible" means located so that a person using the device can
see the controlled lights of the area being lit. Switching devices in addition to, but not instead of, the required readily accessible
manually operated switching devices shall be permitted.
~ [ W. -,The general lighting of any enclosed area 100 square feet or larger in which the connected lighting load exceeds 1.0 watt per
square foot for the area as a whole, shall be controlled so that the load for the lights may be reduced by at [cast one-half while
maintaining a reasonably uniform level of illuminance throughout the area. A reasonable uniform level of illuminance may be
maintained by controlling all lamps or luminaires with dimmers; by dual switching of alternate rows of luminaires, alternate
luminaires, or alternate lamps; by switching the middle lamps of three lamp luminaires independently of the outer lamps; or by
switching each lumaim or each lamp.
[ ✓)' In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions
of the area where natural light is available at the same time, are switched or dimmed independently of the remainder of the
area When effective use of natural light can be achieved through on-off switching of only a portion of the lamps within each
Of the luminaires located in the area where natural light is available, the other lamps in these luminaires may be switched with
the remainder of the area.
Blank Fortes nr.4
] Valance lighting-shall be separately switched and feature displays shall be separately switched on circuits of 20 amps or less.
�\ If the total lighting pourer for feature displays. in a store exceeds four such circuits, switching shall be controped by an automatic
programmable timer per Section 2-5319(h).
[ ] One-lamp or three-lamp fluorescent lighting luminaires, of the type listed as subject to certification, reoessed or surface mounted
within 10 feet of each other or pendant mounted within one (1) foot of each other, shall be tandem wired to eliminate
unnecessary use of single'lamp ballasts. Tandem wiring consists of pairs of luminaires operating with one lamp on a luminaire
powered from a single two-lamp ballast contained in a second luminaire.
ry-s Blank Forms
' 91 -48308 2`
V
at tPe sanest of
Mid Valley Trtle Escrow Company
Order No.
��Es�aacrow No. 123146-3 WR
W 9NMECORDED MAIL TO:
RHONDA LARSON
821 NORTH 18TH STREET
SPRINGFIELD, OR. 97477
MAIL TAX STATEMENTS TO:
SAME AS ABOVE
0_36-29=2-067
f036-29-2-065
91-048308 1 Rec Fee 7.00
1 STF 1.00
Recorded I DOC 62.70
Official Records I Check 70.70
County of I
Butte I
Candace J. Grubbs I
Recorder I
8:OQam 20 -Nov -91 1 JJ 2
DOCUMENTARY TRANSFER TAX $62211
X Computed on the consideration or value of property conveyed; OR
Computed on the consideration or value less liens or encumbrances
remaining at time of sale.
The nAri (irantnr riPrlarpo,
Signature of Declarant or Agent determining lax - Firm Name
GRANT DEED
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
ALBERT L. WORLEY, a married man, as his sole and separate property
hereby GRANT(S) to
RHONDA LARSON, . An unmarried woman
the real property in the Unincorporated Area of the
County of BUTTE
as
FOR LEGAL DESCRIPTION SEE ATTACHED
IaFR-:=ON • -11 . - • •
}
STATE OF CALIFORNIA }ss.
COUNTY OF BUTTE }
On MEMBER 14, 1991 before
me, nnnIF HI11 T7
personally appeared Al BERT 1 _ WORI FY
personally known to me (or proved to me on the basis of satisfactory
evidence) to be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s) or the entity upon behalf of
which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signature
, State of California, described
1, ®®atsttaolaaoto®n®alta®,�somrtaoola Bl
a PODIE HULTZ m
m ..
m NOTARY PUBLIC CALIFORNIA
Butte County
a
My Commission Expires Feb. 3,1995
a �•
a
®maaaaaaaaasun aagaaaavo®■
I
91 -8308
ORDER NO. BU -123146-3
DESCRIPTION
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF
CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:
A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 32, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B. & M., BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT AN IRON PIN ON THE EASTERLY RIGHT OF WAY LINE OF
OROVILLE-MARYSVILLE COUNTY HIGHWAY, FROM WHICH POINT THE CENTER
OF SAID SECTION 32 BEARS NORTH 1 DEG. 46' WEST, A DISTANCE OF
991.89 FEET; THENCE NORTH 88 DEG. 39' EAST, A DISTANCE OF 1302.50
FEET TO AN IRON PIN; THENCE NORTH 00 DEG. 33' WEST, A DISTANCE OF
100.0 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND
HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING,
CONTINUING NORTH 00 DEG. 33' WEST, A DISTANCE OF 229.25 FEET TO
AN IRON PIN; THENCE SOUTH 88 DEG. 43' WEST, 1300.0 FEET, MORE OR
LESS, TO AN IRON PIN ON THE EASTERLY RIGHT OF WAY LINE OF
OROVILLE-MARYSVILLE COUNTY HIGHWAY; THENCE SOUTH 00 DEG. 02'
EAST, A DISTANCE 230.75 FEET, MORE OR LESS, TO A POINT THAT BEARS
SOUTH 88 DEG. 39' WEST FROM THE TRUE POINT OF BEGINNING; THENCE
NORTH 88 DEG. 39' EAST TO THE TRUE POINT OF BEGINNING.
13oo
1150
MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE 5/89
CLffi�� Cf�Es`rN�tT Bldg. Permit # q2 -12 -04 -
OWNER A. P. # 292
A. GENERAL M-1
Zoning requirements (sideyards, parking, special conditions, Planning approval).
Valuation.
Signature by R.C.E., Architect
4. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs.
/-0Complete plot plan with dimensions, easements, other buildings, and other per-
tinent data. ?�or pc�rN 9Y 3R�n/�d�n-T BrN ?
,,6-.' See previous permits an ns 1D x change of use,
violations, etc. STG� EDELC �4/�1�R0!/ED �CCESS>
Flood hazard.
/f.Nq glary Pfin c EC S G 5 6 .� �tKE
B. OCCUPANCY REQUIREMENTS ONE Pft/ZCE C
1. Building use /�r/r/�i�erG�%t/NCS STonifGE
2. Occupancy Class 45-0- Type of Construction VAI
3. Building floor area /4-000 sq. ft. Occupant Load S %
4. Total allowable floor area 16,000 sq. ft.
Basic allowable floor area. OC)OO sq. ft.
Basis for increase JPA'd1CfM1 rYY ?a F�-
/5'-'- Compliance with occupancy group requirements (Chapters 6-12).
,6:' Occupancy separations (Sec. 503).
,--7' separations (Sec. 505).
,81'. Firewalls due to location on property (Sec. 504).
,--9:' Maximum height requirements (Sec. 507).
Attic separations (Sec. 3205).
-V11. Ventilation and special hazards requirements (Chapter 6=12).
,(::Le Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38).
X1-3: Fire alarm systems (09 Sections of Chapters 6-12).
Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20).
�1 Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. '
,LK Smoke detection system.
�7 7� Fire Dept. Plan Review and/or Fire Marshal Plan Approval. ,S E/t%7
Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's).
Physically handicapped requirements (State Law).
C. TYPE OF CONSTRUCTION REQUIREMENTS
ll! Fire retardant roof coverings (Sec. 3202).
/2:" Parapet walls (Sec. 1709).
Toilet room floors and walls (Sec. 510).
Physically handicapped (per State Law).
Guardrails (Sec. 1711).
Detailed types of construction requirements (Chapters 17-22).
Proper roof pitch for roof covering (Chapter 32).
Attic access and ventilation,.(Sec: 3205).
Roof drainage (Sed. 3207). `
Skylights (Chapters `34 &:52).-
1 Stages and platforms (Chapter 39).
Interior.wall and ceiling finish (Chapter 42)-. '
Fire resistive requirements (Chapter 43).
,
MULTIPLE FAMILY AND COMMERCIAL PIAN CHECKING GUIDE (CONY D) 5/89
C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT -D)
Wall and ceiling coverings (Chapter 47).
_,1-5r" Glass and glazing (Chapter 54). Human Impact (Sec. 5406).
,1< Foam plastics (Sec. 1712). `
D. STAIRS, EXITS, AND OCCUPANT LOADS
,1! General Exit Requirements (Sec. 3.301 & 02) (Post occ. load, etc,).
Number of exits, width and locations (Sec. 3303).
Doors (Sec. 3304).
�+!Corridors and exterior.exit balconies (Seca 3305).
Stairways, rise;and run, width,.winders, and construction (Sec. 3306),
,6! Horizontal exit (Sec.*3308).
•,71 Exit and smokeproof enclosures (Sec. 3309).'-'.
•,V. Exit signs and illumination (Sec. 3313 & 14)..
,-9' Aisles and seating (Sec. 3315 & 16).
Exits for occupancy groups A-E (Sec. 3317 - 3321)'.
E. ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS., AND DETAILED REQUIREMENTS
Complete plans sufficient to show how building is proposed to be constructed
and to verify conformance with Chapters 23-29. Plans must include plot plan,
floor plan, foundation plan, elevations, and complete structural details.
Energy design, calcs, and necessary details (State Law) & compliance statement
on plans.
Veneer (Chapter 30).
Chimneys and fireplaces (Chapter 37).
Plastics (Chapter 52).
Excavation and grading (Chapter 70).
Continuous or Special Inspection (Sec, 306). f
Factory or other certification.
,9! Soils or compaction data.
/ Noise regulations.
Footing reinf. Min. Two #4 bars (cont.).
Engineering Calc(s) should include:
(a) Roof - Ceiling.
(b) Floor - Ceiling.
(c) Foundation.
(d) Walls -- Large openings? (consider lateral).
(e) Lateral:
(1) Roof Diaphram,
(2) Shear Walls.
(3) Anchorage & Tie -Downs.
(4) Connections thru-out.
(f) Retaining Walls.
Complete building material specifications.
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BUTTE COUNTY ENVIRONMtNTAL HEALTH DEPARTMENT
HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE
. (A Building Permit cannot be approved without this completed form.)
BUILDING PERMIT NUMBER
'7.2—/ZOy
APN(�
Firm NameS nc_V_c-. ► ST)C Ak►_s-
Address LIC 62A i # f- k&xc az.,.0 pv xIl 024)%A&A `V CA, 9,W66 r
Nature of Business �SD2,cck �T jl���,,..�> : ���_►i --A
Contact Person�-A( 5.�iJc•� Phone # (Sc7-_ lk1Pi
1. Does your business or that of your tennants handle, store, or transport hazardous materials?
%NO 1:1 YES
NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or
physical or chemical characteristics, poses a significant present.or potential hazard to human
health and safety or to the evironment if released into the the workplace or the environment.
"Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste,
paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which
a handler or the administering agency has a reasonable basis for believing to be injurious to the
health and safety of persons or harmful to the environment if released.
2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at
tandard temperature 4 pressure),` -Por formulation containing hazardous material?
NO 0 YES
If you answered YES to 1 or 2, contac,J Butte County Environmemtal Health Department (916-538-7281) for
a review of the project.
• t`
4:
3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or
school site?
V NO 13 YES
IF YES, name of school.
4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors,
fumes, vapors, or other volatile compounds?
U NO ❑ YES
IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements.
Owner or Authorized Company Representative LJ�L��-
i ignature) (Date)
BCEHD BCAPCD i., J i '''
The applicant has met or is meeting the applicable requirements of Section 25505,
25533, and 25534 of the Health and Safety Code and the requirements for a permit
from the Butte County Air Pollution Control District.
0 El The Above Regulations Do Not Apply To This Facility.
BCEHD Signature
BCAPCD Signature
Date
Date
WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept.
r
COUNTY OF BUTTE
BUILDING DEPT
J U N 10 1992
r, r rr
I , ' CaUN pWG OFPT
U
TO Buildinc Department
FROM: Environmental Health
SUSJECT: Sanitation Clearance
co% g1l, .36-z9z-D�s
Owner Location -AP#
Plan Approved for: Sewaqe Disposal
'Rater Supply 4���'�
Hold final for:
^incl clearance O.R. for:
Clearance for bedroom mobile home.
;TOTE * * *
Water Supply
Water Supply
other //DOD
rdtn Dat
Sanitarian
a
CLARA CHESTNUT
P.O. BOX 577
OREGON HOUSE CA
COUNTY OF BUTTE - DEPARTMENT. OF PUBLIC WORKS
7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541
DATE 4-20-92
RE: B.P. APP. #92-1204
95962
W_th reference to the above subject:
A.P. # 36-292-065
_1 Attached is:
Application for permit Mobilehome Utilities Installation Sheet.
Building Plans Mobilehome Installation Information Sheet
Engr. CaIc.s Typical Plan Sheet
Owner -Builder Verification Form List of Codes Enforced
OTHER
LL We need the following information:
Permit application signed and completed where indicated with all copies returned.
Fees of $ payable to Butte County Treasurer.
Certificate of Workmen's Compensation Insurance or check exemption statement.
Contractor's License Law information or check exemption statement.
Complete plans in including plot plans.
Plot plans in -
Structural details in
Complete plans and calcs in by registered engineer or architect.
Energy design including
Street and drainage improvement plan approval from Land Development Section (DPW).
sets of plans in accordance with the changes marked in red.
Sanitation approval from Butte County Health Department at:
196 Memorial Way,' Chico
7 County Center Dr., Oroville
Skyway & Elliott Rd., Paradise
Planning approval from Butte County Planning Department, 7 County Center Drive,
Oroville, for
Completed Owner -Builder Verifica orm.
X Recorded copy of deed showing 6n,
Recorded copy of agricultural ed ement statement.
oc. ��dZ S'T�C EDEGC
L1 OTHER C--/ 2 QZ c/JZff
Should you have any questions concerning the above, please contact
of this office.
Yours very truly,
JFG/aj
William Cheff
Director of Public Works
.F. Glander
Chief Building Inspector
-•`fir ":��xf""'",��y
�t
BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM
(One Form per Building )
A.P. Number Building Building Department No.
School District, �T City D County Jurisdiction
Property Owner �l�,Q�Q OhiesfNO-) -
Project Location/Address�p,Zf+p_Tl //►IGDAy
Subdivision Lot Number
Residential Development:
Sq. Footage
# of Living MHI Addition (Group R)
Units
166! I R 7 n r
CO�tvj noIndustria1
DSq. Footage IL/O06
New Addition (Including Exterior
Roofed Areas)
Building Department Representative Date
el
D'strict Id No.
93 0 5 08
School District certifies that
(Applicant Name) (Phone Number)
62 eo i kz�_c'�
,(Street Address)
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. /to
by the p,,ayment of $6,6 0 representing 14 &) square feet.
:�V� - ZA-��� Q4�_7'
School Dist ict Representative D to
PAID BY CHECK O /� REMARKS:
BANK NO
4iPAjBY CASHe-ap licant, yellow
SCHOOL.FEE (8/88)
uilding department, pink -school district
ONCOLN t5LYD--r