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:. NOTES i RESIDENT"
IAL
039-460-097 1 2-3432
PERMIT NO. — DAILEY & RYTHER
9339 LA ROSE CT., C�E6'
NEW SINGLE FAMILY
z
°r
SPECIAL CONDITIONS
CHECKED
} - BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ:
-r SPECIAL INSPECTION ITEMS.
VERIFY a ,
USE PERMIT CONDITIONS '
;SUB -STANDARD HOUSING LETTER-
.. ., . - .� �� .. •� - -
az - 3y7:Z
OFFICE COPY j
f= Address
GAS -1I
Meter By Date �✓
ELECTRIC
Meter By Date
JOB FINALED (Date)
Signature
J=OK
0 = Not OK
= Not Applicable
=Not Ready, MOBILE HOMES MISCELLANEOUS
.
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or / /" L "ft./ P LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line -
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade=HD Approval
8.
Gas and Electricity Tagged .
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Date
3.
Card B-1 Date
Card B-1
Date
5.
Card B-1 Date
Card B-1
Date
PERMANENT END SYSTEM (ONLY)
Electric
1.
Zoning Requirements -Setbacks -Easements
Date
2.
Footings; Size -Spacing -Marriage Line
Card B-1 Date Card B-1
3.
Blocking
1.
4.
Gas; MH Test -Demand -Valve
2.
Soils; Compaction -Structure Stability
5.
Electricity; MH Test
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
6.
Water; MH Test
5.
7.
Water and Sewer Connected
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
8.
Gas and Electricity Tagged
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
9.
Exits
9.
10.
License Decals
10.
Plumb.; Cir. Test -Water Supply Test
11.
Verify #'s with Office
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date
Card B-1
Date
Date
Card B-1 Date
Card B-1
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns=Connections-Splice- Decal -Enclosures
6.
Carports; Windows-Doors-
indows-Doors7.
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps-Doors=Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panel boards- Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
J=OK
0 = Not OK
- = Not Applicable
= Not Ready
Date UNDERFLOOR (Plans) OK excep
Z ping -Setbacks -Easements -Flood -Slope
. FSg , Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
FGarage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4---Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5. Stemwalls, Main; Steel- Bloc kouts-Wrapped
6. §tedwalls, Garage; Steel-Blockouts-Wrapped
Hold Downs and Special Anchors
7. Slab - teel-Wrapped
rs'Fireplace Ftg.-Steel
W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-CriDDies
RESIDENTIAL (Single & Duplex)
t #'s I Date FRAMING.(6ont
15.
Date` V
/
Card B-1 Date - Card B-1
Date
Card Date Card B --
Date
PLU N ermit) OK except #'s
1
r H ; Vent -Access -Combustion Air Baffle
1
Pipe; Test & Anchor -Nail Protection
1
_N.V.; Test Fittings & Anchor -Nail Protection
?d� r �f0.
Shower Pan; Test, First Floor -Tub Access
21. Te5jLub & Shower, Second Floor -Tub Access
2
as Pipe; Sixe & Anchors
23.
Fire Sprinkler; Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
fixture & Transformer Clearance -Ins. Protection
Receptacles Spacing -Lights & Switches at Doors
(fli-.0-Boxes
& No. of Conductors Stapled
omex Installed Close to Edge of Studs.& C.J.
28.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29.
2 Appliance Circuits in Kitchen Conductor Size GFI
30.
Subfeed Wire Size/A /ga<Cu o AI- .C. Wire Size/ /ga r Al
31.
Range Circle/ I Vga(SVbr All -Oven Circ. / /ga Cu or Al
Insulated Neutral O Yes O No
32.
Service -Riser Conductors & Ground Main Disconnect
33.
Equip: Clearances Panels-Motors-Mech. Equip.
34
ofhes Closet Light -Shower Light -Spa Light
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECH ICA L (Permit) OK except #'s
.C. ucts Insulation & Support
7.
nt an, Exhaust above insulation
ndensate Drain & Overflow, Size & Grade
39.
Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING
(Permit) OK except #'s
.
Si s6Proper Materials & Anchors
'Wal l Studs -Nailing Spacing & Braces -Plates -Sound
4Z._.94'aOng
Walls over Girders & Floor Nailing
4
raft op in Walls (rat proof)
4 .
mops, Furred Ceilings -Stairs -Chasers -Tubs
eaders & Beams -Size & Bearing
4ZiITan�-P9st Caps -Anchors -Connectors
48. na Rftr. Ties- Purlin-Roll Brac.-Truss-Shtina.-Rtna.
49L 05t c ies or Type A Flue -Fireplace Throat Clearance
5 i cc s; Size & Romex Protection -Draft Stop -Ins. Baffles
51. dr . ' dows or Exiting Doors -Sill Ht. & Dimensions
52: ar e_FWe Protection Framinq-RC Channel
54!Ext. Doors -One 3' -Check Garaae 3rd Storv. 2 Exits
55. Stajra!Width-Headroom-Rise-Run- Land ing-Fire Protection
,5GiPlywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucqz Mesh -Drip Screed -Fd. Vents-Underflr. Access
59. in Area -Glass Protection -Skylights -Plastic
S r Walls; Nailing -Bolts
Interior/Exterior Wall Panels -
ulation-Walls-Ceilings
63. Infiltration -W dows
Date - Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FIN (Plans) OK except #'s
ext. Steps -Door & Sidelight Protection -Landings
66. smoke Detector
Furnace Vents -clearance -Comb, Air-Connector-
lp-Garage; Above Floor-Ducts-Mech. Protection
$edroom Exiting
sa-F.1. & Bath Fixtures & Tub Access -Spa
. Elec. Trim & Subpanel, Breaker Sizes & Labels
--f0-6tatFs & Rails
. F replace or Stove, Clearance -Hearth
lec. Outlets at Wood Panel, Int. & Ext.
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
7 . c. Outlets & Receptacles at Kit. Counter
arage Fire Door; Swing -Landing -Closure
V. -FC. Duct in Garage -Damper
7X. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
Garage; Above Floor-Mech. Protection
74' Fib.; Elec. & Mech. Equip. Listed for Location
7, lec. Receptacles in Garage (F.F.I.)-Romex Protection
K. Insulation -Foam -Looked in Attic
81rAuard Rails & Deck Construction -Post Caps
8f. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
_ Clearance Looked under Floor O Yes
Following Instld./Drive p Yes O No/Walks Yes O No/Planters 0 Yes 0
cco Brown -Finish
A.C. Unit Disconnect, Electrical -Plumbing
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
ter Well, Disconnect, Electrical, Plumbing
8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground
/ ntilation Throughout House
. G ss Protection
9 orrections from Previous Inspections
9 s Test -Meters Tagged, Gas -Electric
98. Yater & Sewer Connected -C/O to Grade -HD Approval
jhergy Compliance Certificate -Other Certificates
9 . ddress Posted
e Sprinkler
Date e/tV/,Aj Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE
..... .BUILDING DIVISION..........:..... ,
DEPARTMENT OF DEV LOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751 fir.
7 County Center Drive • Oroville, CA • (530) 538-7541 ri
CORRECTION NOTICE
C
MIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. It you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street'- Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
aWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. It -you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
I
Date 4 6 Inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street 9` Chico, CA • (530) 891-2751
rj
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
3K3,;
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you h any questions pertaining to this matter, or need additional explanation,
please contact th' office immediately.
COUNTY OF BUTTE
... , .. ! ...... BUILDING DIVISION .
DEPARTMENT OF DEVELOPMENT SERVICES
.. 411 Main Street • Chico, CA • (530) 891-27512
7 County Center Drive • Oroville,`CA +`(530)-53&75-41.._,_ .,r
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 notice this office when correction of work is
completed. If yotkhpe any questions pertaining to this matter, or need additional explanation,
please conta i office immediately.
—COUNTY OF BUTTE
4y'
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
w
411 MainStreet • Chico, CA • (530) 891-2751
t
7 County Center Drive • Oroville, CA • (530) 538-7541
'Rt
CORRECTION NOTICE
c
> y l- i2 Y �/71CK 0,9 - 3 4��a
,1�/�l
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
`R
above address and should be corrected. Please notice this office when correction of work is
completed. It you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
UV14 tor
}a
y'
ry
N
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`.t
}
Dates ` Inspector
REV 10/92 �s
4y'
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Dates ` Inspector
REV 10/92 �s
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
y
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �/ ;�
(Rev.12/96) APPLICATION AND PERMIT
ASSESSORPAR�� ER ",� , "
' -I i
ZONING
BUILDING PERMIT
owNr�ant)RL
TPHONE
SO. FT. OCC. BUILDING VALUATION
2756 R 148,82
-00
OWN 5 UNG ADDRE I / `—
/y/}
jam, /9 S�
CO CTO NAME n_'/<
ck i -I
TELEPpONE _
CO RAC ORS MAIUNCiy�ADRpEESS �`A /�
i' h ` C
CO TRI.IICT�ON �DEfi�
A 1500-00
LEN 'S MAILING JPDREtSFireplace
Ci .1. l. -V!
Total Valuation $
ARC R CT O NGI
%kms eY h
LICENSE NO.
Filen Fee
$ 20.00
Permit Fee
$
ARCHITE OR EN NEEgS IUNG ADDRESS ry�
Q>'✓ dt1 W Cl
Plan Checking Fee
$ 579 48
BUILDING ADDRESS
Energy Plan Checking Fee
$
PERMIT FEE
$1
LOT NO.BDNIS
NS NAMELajt
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
Each Trap
3 7.00 91.00
USEOFSTRUCTURE
/
SF J21 Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or hest um water heater
23.00
Water piping
15.0 5 . 00
Each gas water heater or vent
15.00
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW SINGLE FAMILY
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00
Mobile Home I S I G W
920.00
PERMIT FEE
$ 171-00
e
%SSG �2
ELECTRICAL PERMIT
Fling Fee 20.00
aOOV OR
Main Service 200" OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license ifull force and effect.
License Class s in C ��� Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
—41 I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
J I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
(---,�crthwe4.cKmpIyNvith those provisions.
;�� _�
Date _
Signature of Applicant - ❑ Owner Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Main Service zoo" TO I
46.00so
NEW CONST. OWE7IJNG OCCUP. SO
OU
OR ADDNS. a "cc. BLDs. 3.5¢x:
NEW RESID OUTLETITS
@7,50
R APPARATUS
POSINGWELE OUTLET CIR.
d
ourLFTORFOCTUREs
Ex. Occup. B"0 @ 1.000
FlXED APPLNS. OR 5.00
Ex. Occup. ouTLErs RESID. En
Temporary Service
23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $ 171 -99
MECHANICAL PERMIT Filing Fee 20.00
Heating 15.00
Cooling 25.00
Hood 6.50 6.50
Ventilation
5 4.50 22.50
PERMIT FEE $ 89, OQ
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.00
occ
CONST. TYPE
TOTAL FEE $
HAZ. D. I P VK 1F I VEL HD SSUE
This permit is hereby issued under
of th utte Coun Code and/or
indi ate a for hkch fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
id
been pk-J
DDt
ete
ReceiptNo. 3 060 eZ° c3
WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT
P, 6 N , ,
p+ . L
Feb 01 02 08:13a
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • 0!oville, California 9596 - Telhone (530) 538-7541
tRev 12/96) APPLICATION AND PERMIT /� /� ZpMNp !//1 i BUILDING PERMIT
FO-WNFA
ESSORPAACELI•, U—U I`�LU ONNEESO.FT. OCC. BUILDING VALUATION
.-y-�� �- G� �e u �2y
/ I
TELEPHONE
g (,OJ G
CONTRACTOR'S NAME
FIXED AWLINS. OR
OVTLE�'D EBID. EA
5.00
CONTRACTORS MAILING ADDRESS
Service
23.00
CONSTRUCTION LENDER
N
20.00
AA;-- VA16i
n
23.00
Fire lace
-
' �NOER`s M+uu+c nooaEss
Total Valuation $
LICENSE NO.
Filing Fee $
- ARCHRECT OR ENGINEER
$
Permit Fee
ARCMTECT OR ENGINEERS MAUJNG ADDRESS
Plan Checkin Fee $
-
Energy Plan Checking Fee $
eU1LDWG ADDRESS
PERMIT FEE $
PARCEL IMP
PERMIT
LOT NO. SUepNIS IONS NAME
/}
TTrap, 3
USEOFSTRUCTURE
water heater
Water piping
SF Duplex ❑ Mobilehome E3Other
Bvicelry
Each 3as water heater or vent
TYPE OF WORK
Gas piping System t - 5 outlets
New X"*�Addition D Remodel ❑ Utilities ❑ Installation
Other ❑
Building sewer S G W
Mobile Home
Describe Work:
PERMIT FEE S
ELECTRICAL PERMIT
Main S9NOO NES
ICa OoOAOv OROR LESSS
Main Service 200A TO IOODA
NEW CONOT. pWE111N0 OCCUP. \ i
3
OR ADDNs. � ( 8 ACC. BLDS. /
*PERA IT FEE PAXb
SRA .
SHERIFF
OTHER.
AMOUNT RECEIVEb
*� NUMB Z 6 Yo 6 0
* TO a rvr mTo COMPJM
20.00
i S5
ling Fee 20.00
7.00
23.00
15.001 / f
15.001
/
15.00 3
15.00 /S
@20.00
Ig Fee 20.00
23.00
46.00
@7.S0; _
Ex. OCcu
OUn1.Er OR FVRURES
eAL ® ,50 I
Ex. Occup.
FIXED AWLINS. OR
OVTLE�'D EBID. EA
5.00
Temporary
Service
23.00
Mobile Home Facilities
20.00
AA;-- VA16i
n
23.00
PERMIT FEE S 17/.# 5"'1
MECHANICAL PERMIT Filing Fee 120.00
6.50
PERMIT FEE I S 'D7
Mobile Home Installation Fee is
Energy Inspection ee j4o Lt FJTATOL FEE $
IV FLOG CDF pA4/
I ND SUE • •••-•
This permit is hereby issued under the applicable p"fOWsiOns
of the Butte County Code and/or Resolutions to do work
Indicated above for which fees have been -paid.
By Date
PERMIT EXPIRES ON
Receipt No.
WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK•INSPECTOR GOLDENROD•APPLICANT - fe --
TO:
FROM:
SUBJECT:
VWIIfdr
i
yr•
Building Department
Environmental Health
Sanitation C`,eargince
Plan Approved for
Clearance for
: Sewage Disposal I—
dwelling. Other
Location
Water Supply:
Public
E.Fi. USE 0NLY
Fiat Plan Attachad
F3608r Man A s .
sant to S.D.
AP#
Private Well
Final clearance O.K. for:
NOTE:
Environmental Health Specialist Date
8/96
l
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COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
�n n PERMIT APPLICATION DATA SHEET poR rV J
OWNER: c2
�`� Aa J� �� r'7 SSOR PARCEL NUMBER 0 �J
Jay
Prnnnced Rnildina i Ice' / e, �t. �/i Counter Technician: G N� Date: L Z b L
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
10�4. Plot plans, 3 or 4 sets, signed by the preparer of the plans.
Complete plans, 3 or 4 sets, signed by the preparer of the plans.
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
Engineered truss details and layouts in duplicate. No faxes!
IDP, Energy compliance design and supporting documentation in duplicate.
(Ai Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
CJ
' foundation plans, all in duplicate.
CJV, Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed b the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Other ...
R maining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
K4Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 15. Statement of Intent for Non -heated and A/C Buildings .................................... . .. .
6 Sanitation and plot plan approval from the Environmental Health Department iny�
❑ 17. City of Chico Plumbing permit........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... '
❑ 19. Planning approval for (A) Use: OK, (B)Parking: (C) Parcel Check:
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
d/Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑ 22. Pre -Inspection for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... '
2 Worker's Compensation Carrier and Policy Number ..............:..............................
. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
26. Letter of Signature authorization....................................................................
'7. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 31. Other:
When issued Telephone and hold for pickup.
I have been -i ormed o Ali bone items and requirements for obtaining a building permit.
Applicant: Date• _
1. Index permit application for the above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner,.was advised of.the above data by ❑ phone, ❑ mail, ❑ count b Date:
Plans reviewed by: Date: I Plans approved by: _Date:
Structural reviewed by: Date: 1121V Structural approved by: Date: /0 LA
Note transfer by: Date: .'a
Yellow: Building Division
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
r
OWNER. 41� 1
PROPOSED BUILDING USE��
1. BUILDING PERMIT FEES O
--Balance Due ........................................................ $
--Additional Fees Due ............................................ $
--Additional Fees Due ............................................ $
-- ,evised Plan Checking Fee .................................. $
2. SCHOOL DISTRICT FEES
( aid at District Office)
SHERIFF FEES (paid at Building Divisiop) D
Residential .................................... 1 x $360.00 = $
Units
Commercial (sq. ft.) ...................
Sq. ft.
4. URBAN AREA FEES
Residential ............................ x
# Units
x $0.03 = $
Amt.
Commercial (Sq. ft.) ............. x = $
Sq. ft. Amt.
/I
JZ�AKRECREATION DISTRICT FEES
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
Lor- y'o
A.P. # �o�az tT�O..( 3
DATE
11- pt - o v
RECEIPT # DATE REC.
3 -1 q 70� Te
391037 A -Q3
—IQ -03 lY'=
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the plan checking process.
APPLICANT
DATE
Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00)
r'
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District Building Department No.
• A.P. Number Q �� -7 �OQ b7 Jurisdiction: City County
Property Cnnrrler niA.&v1 / ;W4 - /
Property Location/Address
Subdivision
M-1
Lot No.
,�:-? - ,�W3z
Residential Development /
^...................................
...........................
.........�............................. .............
Sq. Footage
_f!
No of Living
Mobile Home i
Addition/
'Supplemental to
-(Group R)
•f- •• A, iv. r t » ,Units,
i
Installation I .• ,iCon�versionv
Permit # ( :{,
r•
l
1 e'"•',•,
{
.....................................................
(No foundation tnspechon
i ....h)i
--
Commercial/Industrial
F
Sq. Footage
New
Addition
y
(Including Exterior
Roofed Areas)
Date
moor mans reviewed ny Scnool District Personnel),
District Identification No.
DURf-b+ I vNIF16-b
School District certifies that
x.33 Q zp le6se 0-r
6i ail r Lg y
w
(Applicant)'
W ' 3
(Street Address) I I_
'Du
((City) (State)
F as complied with the requirements of Resolution No.
r. if i�•'�
representing ,/ �?7SG square feet. 3`7 I : AB 2926
,�. „�„ N ✓ j � { FULL MITIG
School District Representative,+
Paid by Check # Remarks:
(Phone Number)
9 5e7 3 2
A (Zip Code) -
1 by payment of $
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Repreientative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact -on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) ' feeform.xls (10/98)dmm
��w�:s.Tfj...:�^td""�.*.�f^rf..,���(, ,�r..�r��.,'}+...:J"�'!-'."i^.,=1`�r'rr-^•�vi,: �`�4'Y�""-7..s*�,.'h1w�'t+%�'�:�^,i�T%r�..��`^�a"t.��-�"r'�'1�'"�ti'(t'"•r�.t`H'i.�'s�('f���-,
1
BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM
DURHAM RECREATION AND PARK DISTRICT
Assessor Parcel Number (s): oo 4 Q 7
Property Owner (s):
, Project Location/Address:`tel � "�`I 64a / "fll LT-
Subdivison Name: Assessable Square Footage:
�`yType'of Residential Development (check one):
' a 'Qevelo m`ent ii ° Afteration/Addition, r' Mobleme Ho(s)' 1 Non`Rjsideniial''0'Renti
sideaf, �=
-, , f P
r
Comments:
Y
1 +
Building Division Represen ative Date
Durham Recreation and Park District (DRPD) certifies that
32 - g Co
Applicant Na e. 1 Applicant Phone Number
Street Address '
%N G/
c
.�-Zip. Code . .
has complied with the requirements of the Butte County Board of Supervisors- Resolution No.
93 - 114 by payment fort-7�p square feet at $ 1.04 per. square foot for a total payment
of $)-q9&
"vA
V�r�E)Vfjxlr
bRPD A-epr6sentbtivo
PAID BY CHECK o.:�
BANK No.:
10 s
Date
Remarks: --'
PAID BY CASH:
RECEIPT No.:
DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE,CO. 134,WING DIVISION
W
RECORDING REQUESTED BY
BIDWELL TITLE & ESCROW
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7. COUNTY CENTER DRIVE
OROVILLE, CA 95965
IIII III III I IIII I III
2�Q>t2—�rm68492
I IIIII 11 11 111 11
Recorded
I REC FEE 10.0
OfficialRecordsI
Count f
BUTTE
CANDACE J. GRUBBS
I
Recorder
I
ROSEMARY DICKSON
I
Assistant
I Kathy
09:009M 13 -Dec -2002
I Page 1 of 2
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as follows:
f EGAL DESCRIPTICA A'T`TACHED H.RETO
ip# 039-460-083
Date Dec. 12, 2002 PROPERTY WNERS:
Daniel Dailey
State of California )
County of f??�i2 )
Ont e )2-,_2C)0-2_ before me,
(' .JY)DYDns&n Flo f a,(u PLUAi'c
personally appeared -K- VBYl ie Oak' 1e..1 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.
%%��,,� HI HNSON
Signature (JUITA�� , L)a4 Seal: NCo 1335IN 942
AUNTY 0 TT
MA Exalree oat 005
A.P. # ` �O - i7 V �„ CYNTHIA JOHNSON
COMM, 11335941
m NOTARY PU9iiC-0ALHORMA
COUNTY OF BUTTE
Comm. Explfu Det M NO
Description
The land referred to herein . is` situated in the State of California, County of Butte, and is described as
follows:
LOT 39 AND LOT 40, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND
ESTATES, PHASE 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 18, 2002, 'IN BOOK 154 OF MAPS,
AT-.PAGE(S) 35, 36, AND 37.
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONpmom AND
RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS
RECORDED JULY 2, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-17690
BUTT$ COUNTY, CALIFORNIA, ALL OF WHICH ARE INCORPORATED HEREIN BY
REFERENCE THERETO WTTH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET
FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE,
ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION.
APN 039-460-083-000
.*►> E.H. USE OAA
Plot Plan Attached
Floor Plan A o�
Sent to B.D. �Lp
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public' Private Well
Clearance for dwelling. Other
i
Hold final for:
Final clearance O.K.- for:
NOTE:
Enviro
8/96
January 24, 2003
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Dan Dailey
1211 Windecker Drive
Chico, CA 95926
Assessor Parcel Number: 039-4%097
Building Permit Number: 02-3 43 2
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the plan examiner's comments are listed below. Your complete and clear response will expedite
the re -check and approval of this project.
NON-STRUCTURAL COMMENTS:
None
STRUCTURAL COMMENTS:
Provide verification that walls supporting the roof have adequate lateral support. Section
l' a ail 1 on sheet A-8 does not indicate that the walls are tied together adequately.
Z rovide adequate support for the wall between bedroom 2 and the bathroom which supports
ceiling joists.
!If you wish to discuss an ' of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m', Monday through Friday. To discuss non-structural items, ask for
Linda. Philo will answer your structural questions.
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter siaff will answer any questions concerning the
Data Sheet.
Linda Simpson
Plans Examiner
cc: Jeff Richelieu, P.E.
Philo Hunt, P.E.
Plan Check Engineer
1 of 1
0
Cri:;� °
C `. , ° RESIDENTIAL PLAN
° ID
REVIEW GUIDE
mss,,->
o --:`�c- .. i..:," o SINGLE FAMILY, DUPLEXAND
CDU N,�.i MISCELLANEOUS ONLY
Building Permit Number: D �. -� 32
Ov.- er. Ci c. [� S
Plans Examiner: &ACIIA 51.rnjo l'n A. P. Number: 117
E LNERkL:
Zoning requirements - (number of permitted living units).
Plans signed by the designer.
-Proper description of work on the application.
Existing Violations on the property.
Recorded notice of violation.
—Building permit valuation.
LOT PLA\ :
Complete parcel size and dimensions.
Setbacks, side yard. easements, etc.
Other buildings or structures.
Grading, fills andlor drainage.
Flood hazard.
Special conditions on Parcel Nlap:
Noise Q SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fes ❑
Federal Aid Route and/or Federal Aid Secondary Route setback requirement
Building or utilities across lot lines (Lot merger approval by Butte County Land Development)
LOOR PLA`:
Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
10410 of natural light and 5% of ventilation (Uniform Building Code section 1203).
Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The miaimtrm net
clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20".
When «indo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than
44" above the flcor (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603.').
Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet
measured to the lowest eroiecdd from the ceiling (Uniform Building Code section 310.6.1
All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GECI in baths. ;wage, kitchen, wet bar, and exterior receptacles (NEC 210).
Water heaters «hich depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abath
or bedroom (Uniform Plumbing Code section 509.0).
Fuel bu,-nirt; equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or in
a roam. compartment or alcove opening directly into any, of these (Uniform Mechanical Code setxba30�t.3).
Garage firewall separation - required on garage side including supporting walls and posts (Uniform
Code section 302.4 exception #3).
U rider no circumstances shall a private garage have any opening into a room used for sleeping purposes
(Unifor-n Building Code section 312.1).
Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2).
Smok: detectors (Uniform Building Code section 310.9.1).
Page 1 of 2
ater closet clearances (Uniform Plumbing Code 408.5).
�ri$hoatir compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7).
"Aj..gearing %%-alis shall be supported on masoru)- or concrete foundations that shall be of sufficient size to support
RU loads (Uniform Building Code section 1806.3).
$ RUCTURAL DETAILS:
/, ' Bracedwall panels shall start at not more than 8 feet from each end of a braced .%%U line. Brand Wall Ferrels
must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not
exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1_) Brand wall
/fines must be continuous throughout the structure.
A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building
that do not comply with the Uniform Building Code. 'This must include the designees -wet" stamp, signature,
registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
3. Clerestory requiring balloon framing and/or engineering.
Foundation plans complete enough to construct building (Uniform B';uldutg Code Table 18 -I -C).
Floor construction details complete enough to construct building.
Elevations and Wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
F rvplace construction details and calculations if necessary.
Garage door header size(s).
Porch header size(s).
. -pical header size(s).
: Stud heights.
gh expansive soil — special foundation design required.
. g Walls requiring design.
G Tisum wallboard nailing inspection required.
If the area below the lowest floor. is fully enclosed, than a minimum of two openings are required With a total
net area of at least one square inch for every square foot of area encosed with the bottom of the openings no
more than one foot above grade. Alternatively. certification may be provided by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls.
Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction
'gn requirements must be shown on the building plans.
Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be
designed and/or located so as to prevent water from entering or accumulating with the components during
conditions of flooding.
CELLAT-EOUS ITEMS:
taimay details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003).
Guardrails (Uniform Building Code section 509).
Brick or stone veneer (Uniform Building Code section 1403).
Exterior plaster— weep screeds (Uniform Building Code section 2506.5). -
Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2).
Foam insulation — protection.
j36" halls and stairway's (Uniform Building Code section lOQ4.3.3.2).
T v exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventiladon (Uniform Building Code section 2306.3 & 2306.7).
Attic access and ventilation (Uniform Building Code section 1505).
Sound requirements.
Energy design compliance and supporting documentation.
CDF responsible area requirements.
ELDING PERMIT REQUIREMENTS:
❑ SRA.
2. ❑ Flood elevation certificate.
3. ❑ Fire Sprinklers required.
4. ❑ Special Inspection requirements.
S. ❑ Use Permit conditions.
6. ❑ Sub -Standard Housing lever.
Pzee -- Of =
AKD
cjv�R OF
Rte; o
AEW
' &SA T21 r -A
PLANNING DIVISION- BUILDING PLAN APPROVAL
Use: d' Date: 2--" I'J— P) 2 --
Parking: Landscaping:
Other -
1 c'+,-7-7
1Lj o
MENT
BUILI)ING DEPART.
ppmu, 1. 1, V11P,
��-,;, '','
A-7
T
n �
riorthStar
ENGINEERING
Civil Engineers •Planners • Surveyors
STRUCTURAL CALCULATIONS
PROJECT: Residence for Ryther and Dailey Construction
LOCATION: • Durham, California
JOB NUMBER: 8004
DATE: December 2, 2002
CODES: California Building Code, 2001 Edition
CODE ENFORCEMENT: County of Butte Building Department
LOADS: Seismic Zone: 3
Wind Speed: 75 mph Exposure: C (Method 2 used, u.n.o.)
Soil Bearing: 1000 psf (per CBC TABLE 18 -I -A)
NOTES: Are Special Inspections required for Engineering Elements Designed by
NorthStar Engineering? No
NorthStar Engineering is not responsible for these calculations unless this
sheet is stamped by a registered professional engineer and wet signed
with RED or BLUE ink.
GENERAL:. Any structural or non-structural items that are not specifically addressed in
the following calculations and or details are designed by others and are not
the responsibility of NorthStar Engineering.
0 2-3�3Z
UTT E COUNTY
Page 1 of
BUILD"ING DEPARTMENT
APPROVEU
?_F
6U1 & IA16 P/V (1107"
e
N o rth Sta r 20 DECLARATION DRIVE
ENGINEERING CHICO, CA 95973
BY: JMR 530-893-1600
12/2/02 FAX 530-893-2113
JOB NO: 8004
PG. 2 OF
LATERAL DESIGN
BASED ON THE CALIFORNIA BUILDING CODE, 2001 EDITION
GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0
PSF
1/2" OSB OR PLYWOOD 1.5'
PSF
FRAMING 3.0
PSF
R-30 INSULATION (OPTIONAL) 2.0
PSF
5/8" GYPSUM WALLBOARD 3.2
PSF
MISCELLANEOUS. 1.3
PSF
DEAD LOAD 14.0
PSF
LIVE LOAD 16.0
PSF
TOTAL LOAD 30.0
PSF
LATERAL LOADS: SEISMIC: 2.5 * 0.36 * W = 0.200 W
4.5
WHERE R = 4.5
SOIL PROFILE = Sd FOR STIFF SOIL PROFILE
Ca = 0.36 PER UBC TABLE 16 - Q
r -max = (V / 2) * 10 / (Iw * V) = 5 / Iw = 5 / 20'=
0.25
p = 2 - 20 / (r -max * (Ab)^0.5) = 2 - 20 / (r -max * 4455^0.5) =
0.80
P = 1.00
E = p * VW 0.200 W (PER UBC EQ. 30-1)
NET FORCE = 0.200 W 11.4 = 0.143 W
WIND: EXPOSURE = C METHOD 2
WIND SPEED = 75 MPH
Cq 1.3
DESIGN
qs 14.5 PSF
PRESSURE
Ce 0-15' = 1.06 Cq*qs*Ce =
0.0200
KSF
15'- 20' = 1.13 =
0.0213
KSF
20'- 25' = 1.19 =
0.0224
KSF
25'- 30' = 1.23 =
0.0232
KSF
30'- 40' = 1.31 =
0.0247
KSF
General Notes:
1. The engineer is responsible for the structural items as noted in the following calculations. Should any
changes be made to the design as detailed in these calculations without written approval from the
engineer then the engineer assumes no responsibility for the entire structure or portions thereof.
2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the
responsibility of the contractor or owner.
3. These calculations are based on a completed structure. Should an unfinished structure be subject to
loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility.
4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions
must be brought to the attention of the engineer.
5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions
encountered must be brought to the attention of the engineer.
6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements).
BY:
DATE:
JOB N0: g004
PAGE OF
A
NorthS$ar
Civil Engineers • Planners • Surveyors
2 3
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
By: MEM NorthStar
Date: 12/2-/02 ENGINEERING
Job No. 8004.
Page 4 of
LATERAL DESIGN
LINES: 2 & 3 COMPLY WITH U.B.C. SECTION 2320,
THEREFORE NO ANALYSIS REQUIRED
SHEAR WALL LINE 1:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 L Lsw1 L L2
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L3 �Lsw3 ( 0 � Lswzl, L5 LLsw5 L L6
L1 =
9.5 FT
Lsw1 =
8 FT
L2 =
34 FT
Lsw2 =
8 FT
L3 =
13.5 FT
Lsw3 =
0 FT
L4 =
0 FT
Lsw4 =
0 FT
L5 =
0 FT
Lsw5 =
0 FT
L6 =
0 FT
WIND PRESSURE (P) =
0.0200 KSF
TOTAL LENGTH OF WALL (L) = 73 FT
SHORTEST LENGTH OF SHEAR WALL = 8 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 2.54 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.10 K
LATERAL FORCE THAT GOVERNS V = 2.54 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143 '
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
657 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
100 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
30 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
17.748 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
55 FT^2
WIND PRESSURE (P) =
0.0200 KSF
By: MEM
Date: 12/2/02
Job No. 8004
Page 5 of
SHEAR WALL LINE 1:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= 0.158 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 1.43 K
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.38 K
NET UPLIFT FORCE = Fuplift - Fdwn = 1.04 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.33 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.66 K
DSF3 = v** Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.52 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 +12 + Lsw2) = 0.47 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K
DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.00 K
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 0.66 K
MIN. DRAG STRUT FORCE _ -0.52 K
USE
SHEAR WALL NO. 1
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
LSTA36 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 12/2/02
Job No. 8004
Page 6 of
SHEAR WALL LINE 4:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
NorthStar 20 DECLARATION DRIVE
ENGINEERING CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
\ PANEL SECTION, TYP.
L1 ( Lsw1 � L2 (Lsw2 � L3 ) Lsw3 L L4 L Lsw4, L5 LLsw5 L L6
L1 = 13 FT Lsw1 = 2.67 FT
L2 = 19 FT Lsw2 = 2.67 FT
L3 = 8.5 FT Lsw3 = 4 FT
L4 = 5 FT Lsw4 = 4 FT
L5 = 8.5 FT Lsw5 =. 4 FT
L6 = 12 FT
TOTAL LENGTH OF WALL (L) = 83.34 FT
SHORTEST LENGTH OF SHEAR WALL = 2.67 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 3.96 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 3.06
K
LATERAL FORCE THAT GOVERNS (V)= 3.96 K SEISMIC GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
1107 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014. KSF
LENGTH OF -TRIBUTARY WALLS EXTERIOR (Lwext) =
120 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
80 FT
HEIGHT OF TRIBUTARY WALLS (Hw6II) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
27.738 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
153 FT^2
WIND PRESSURE (P) =
0.0200 KSF
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 t Lsw4 + Lsw5)
IV= 0.229 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 2.06 K
By: MEM
Date: 12/2/02
Job No. 8004
Page -7 of
SHEAR WALL LINE 4:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.13 K
NET UPLIFT FORCE = Fuplift - Fdwn = 1.93 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.62 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) _ -0.13 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -1.04 K
DSF4 = v.* (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) _ -0.56 K
DSF5 = v * (Lsw1 + Lsw2) - (V,/ L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -0.96 K
DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) _ -0.24 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) _ -0.47 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 +.L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.25 K
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = -0.15 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.57 K
MAX. DRAG STRUT FORCE = 0.62 K
MIN. DRAG STRUT FORCE _ -1.04 K
USE:
SHEAR WALL NO..2
'1-11)2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
_STA36 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 12/2/02
Job No. 8004
Page 0 of
SHEAR WALL LINE A:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 LLsw1 L L2
NorthStar
ENGINEERING
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
13 [Lsw3 � L4 � Lsw4 L5 LLsw5 L L6
L1 =
10.5 FT
Lsw1 =
7 FT
L2 =
3 FT
Lsw2 =
7 FT
L3 =
9 FT
Lsw3 =
16 FT
L4 =
1.5 FT
Lsw4 =
0 FT
L5 =
0 FT
Lsw5 =
0 FT
L6 =
0 FT
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
TOTAL LENGTH OF WALL (L) _ -54 FT
SHORTEST LENGTH OF SHEAR WALL = 7 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 6.97 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 11.05
K
LATERAL FORCE THAT GOVERNS V = 11.05 K WIND GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) =
2087 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS. EXTERIOR (Lwext) =
162.5 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
175 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
9 FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
48.793 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
553 FTA 2
WIND PRESSURE (P) _
0.0200 KSF
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5)
IV= 0.368 KLF
UPLIFT FORCE (Fuplift) = v * Hwall = 3.31 K
By: MEM
Date: 12/2/02
Job No. 8004
Page q of
SHEAR WALL LINE A:
NorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.34 K
NET UPLIFT FORCE = Fuplift - Fdwn = 2.98 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V/ L) * L1 = 2.15 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) _ -1.00 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) = -1.62 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) _ -0.47 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -2.31 K
DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.31 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) *'(Ll + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.00 K '
DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = 0.00 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.00 K
MAX. DRAG STRUT FORCE = 2.15 K
MIN. DRAG STRUT FORCE _ -2.31 K
USE:
SHEAR WALL NO. 3
PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
MSTC28 STRAP AT ALL TOP PLATE SPLICES
By: MEM
Date: 12/2/02
Job No. 8004
Page 10 of
SHEAR WALL LINE B:
INDICATES LENGTH OF DIAPHRAGM
WITHOUT SHEAR PANEL, TYP.
L1 LLsw1 L L2
NorthStar 20 DECLARATION DRIVE
ENGINEERING CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
INDICATES SHEAR WALL
PANEL SECTION, TYP.
L3 ,Lsw3 L L4 � Lsw4 L5 LLsw5 L L6
L1 =
1.5 FT
Lsw1 =
8 FT
L2 =
9.5 FT
Lsw2. =
8 FT
L3 =
10 FT
Lsw3 =
8 FT
L4 =
0 FT
Lsw4 =
4 FT
L5 =
6.5 FT
Lsw5 =
4 FT
L6 =
1.5 FT
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
TOTAL LENGTH OF WALL (L) = 61 FT
SHORTEST LENGTH OF SHEAR WALL = 4 FT
LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.53 K
LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 12.25
K
LATERAL FORCE THAT GOVERNS (V) 12.25 K WIND GOVERNS
WHERE
CONSTANT FOR SEISMIC CALCULATIONS (K) =
0.143
TRIBUTARY AREA OF DIAPHRAGM FOR -SEISMIC (AREAs) =
2367 FT^2
DEAD LOAD OF DIAPHRAGM (DL) =
0.014 KSF
LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) =
162.5 FT
LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) =
175 FT
HEIGHT OF TRIBUTARY WALLS (Hwall) =
g FT
DEAD LOAD OF WALLS EXTERIOR (Dlwint) =
0.016 KSF
DEAD LOAD OF WALLS INTERIOR (Dlwext) =
0.01 KSF
TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) *
(Lwext * Dlwext + Lwint * DLwint)
W =
52.713 K
TRIBUTARY WALL AREA FOR WIND (AREAw) =
613 FTA 2
WIND PRESSURE (P) =
0.0200 KSF
LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 +
Lsw5)
IV= 0.383 KIL
UPLIFT FORCE (Fuplift) = v * Hwall = 3.44 K
By: MEM
Date: 12/2/02
Job No. 8004
Page of
SHEAR WALL LINE B:
MorthStar
ENGINEERING
(CONTINUED)
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (0'* Lsw1 /'2 * DL + Lsw / 2 * Hwall * Dlwext)
Fdwn = 0.19 K
NET UPLIFT FORCE = Fuplift - Fdwn = 3.25 K HOLDOWN REQUIRED
DRAG STRUT FORCE
DSF1 = (V / L) * L1 = 0.30 K
DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) _ 1.15 K
DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.75 K
DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.70 K
DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) _ -1.31 K
DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / Q * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.15 K
DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.15 K
DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4)
DSF8 = 0.88 K
DSF9 = v * (Lsw1 +.Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5)
DSF9 = -0.43 K
DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5)
DSF10 = 0.30 K
MAX. DRAG STRUT FORCE = 1.15 K
MIN. DRAG STRUT FORCE _ -1.31 K
USE:
SHEAR WALL NO. 3
PH132 HOLDOWN ON 2- 2X WITH SSTB20 A.B.
LSTA36 STRAP AT ALL TOP PLATE SPLICES
BY:
DATE:
JOB NO: 50
PAGE 12 OF
NorthStar
CM1 Engineers - Planners • Surveyors
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
SHEAR WALL SCHEDULE
SHEAR WALL
0
Q
0
A
A
0
Q
ALLOWABLE
LOAD/FOOT
208
304
392
512
608
784
940
PLYWOOD 1, 2, 8
3/8"3/811
3/8"
3/8"
3/8"CDX
3/6--CDX
3/8"CDX
CDX
CDX
CDX
CDX
2 SIDES
2 SIDES
2 SIDES
EDGE NAILING 4
ad i 6"
8d 90 4"
8d 0 3i3
8d 0 2" 3
ad 0 4" 3
8d 0 3" 3
IOd 0 3" 3
FIELD NAILING 4
ad 0 12"
8d 0 12"
8d 0 12"
ad 0 12"
ad 0 12"
Sd ie 12"
IOd ka 12"
FOUNDATION SILL 5
PLATE THICKNESS
2X
2X
2X
2X
3X
3X
3X
CLIP,BLOCKb
L550
L550
L590
L590
L590
L690
L590
TO PLATE
95 24"
go 16"
0 20"
a 14"
0 12"
o 10"
ga 8"
5/8,10
5/8,10
5/8110
5/8" 0
5/8" m
5/8" 0
5/8,10
ANCHOR BOLT 7
48" O.C.
34" o.c.
16" o.c.
12" o c.
26" O.C.
20" o.c.
18" oz.
SPACING
1/2110
1/2" 0
1/2" 0
1/2" 0
1/2" (
1/2" 0
1/2" 0
34" o.c.
24" o.c.
11" o.c.
8" o.c.
18" o.c.
14" o.c.
II" o.c.
RETROFIT ANCHOR 9
RFB$5xl0
RFE105x10
RFB#5x10
RFB#5x10
RFB#5x10
RFB05x10
RFB#5x110
BOLT SPACING
48" o.c.
42" oz.
16". oz.
12" o.c.
26" O.C.
20" o.c.
i8" o.c.
NOTES:
I. OVER DOUGLAS FIR STUDS 0 16" O.C., HEM -FIR TOP PLATES ARE OKAY
2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N.
3, ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE
APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED.
4. NAILS SHALL BE SINKERS. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL
HEAD ARE NOT PERMITTED.
5. PRESSURE TREATED HEM FIR SILLS REQUIRED,
6. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE.
"BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL.
7. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER.
8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED
PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL
BE RATED FOR EXTERIOR USE.
9. FOR ANCHOR BOLTS REQ'D 1N RETROFIT SITUATIONS, SEE NOTE 6-3 ON SHEET 5-1.
By: MEM NOrthStar
Date:02 ENGINEERING
Job No..808004
Page j3 of
BEAM AT 16 FT GARAGE DOOR - BM1
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 8.5 FT
MAXIMUM SPAN LENGTH (Lspan) = 16.5 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 119 PLF
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 136 PLF
WHERE
.DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 3118"X12" 24F -V4 GLU-LAM
BEAM AT 9 FT GARAGE DOOR - BM2
MAXIMUM TRIBUTARY WIDTH (Wtrib) _
MAXIMUM SPAN LENGTH (Lspan) _
UNIFORM DEAD LOAD (wDL) = DL * Wtrib =
UNIFORM LIVE LOAD (wLL) = LL * Wtrib =
WHERE
8.5 FT
9.5 FT
119 PLF
136 PLF
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
BEAMS AT BACKYARD PORCH - BM3 & BM4
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 9 FT
MAXIMUM SPAN LENGTH (Lspan) = 13 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 126 PLF
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 144 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 6X12 DOUGLAS FIR LARCH #1
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
w
Lspan
w
Lspan
w
Lspan
By: MEM NorthStar 20 DECLARATION DRIVE
Date: 12/2/02 ENGINEERING CHICO, CALIFORNIA 95973
Job No: 8004 530-893-1600
Page 14 of FAX 530-893-2113
BEAM AT NOOK - BM5
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT
MAXIMUM SPAN LENGTH (Lspan) = 12 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 175 PLF Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 3 1/8"X12" 24F -V4 GLU-LAM
BEAM AT ENTRY - BM6
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 12.5 FT
MAXIMUM SPAN LENGTH (Lspan) = 7.5 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 175 PLF Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 200 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
BEAM AT FRONT PORCH ARCHWAY - BM7 & BM8
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 9 FT
MAXIMUM SPAN LENGTH (Lspan) = 10 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 126 PLF Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 144 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
By: MEM NorthStar
Date: 12/2/02 ENGINEERING
Job No..808004
Page S of
BEAM AT FRONT PORCH ARCHWAY - BM9 & BM10
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 6.5 FT
MAXIMUM SPAN LENGTH (Lspan) = 7 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 91 PLF
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 104 PLF
CONCENTRATED LOAD (P) = (wDL + wLL) * Lspan6 / 2 = 1350 LBS
WHERE
DL = 14 PSF wDL = 126 PLF
LL = 16 PSF wLL = 144 PLF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
BEAM AT LIVING ROOM - BM11
MAXIMUM TRIBUTARY AREA (Atrib) = 84 FT
MAXIMUM SPAN LENGTH (Lspan) = 18 FT
CONCENTRATED DEAD LOAD (PDL) = DL * Atrib = 1176 PLF
CONCENTRATED LIVE LOAD (PLL) = LL * Atrib = 1344 PLF
WHERE
DL = 14 PSF'
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON. PAGES THAT FOLLOW)
USE: DOUBLE 1 3/4"X11 7/8" VERSA -LAM
BEAM AT GARAGE - BM12
MAXIMUM TRIBUTARY AREA (Atrib) = 126 FT
MAXIMUM SPAN LENGTH (Lspan) = 21.5 FT
CONCENTRATED DEAD LOAD (PDL) = DL * Atrib = 1764 PLF
CONCENTRATED LIVE LOAD (PLL) = LL * Atrib = 2016 PLF
WHERE
DL = 14. PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 3 1/8"X15" 24F -V4 GLU-LAM
20 DECLARATION DRIVE
CHICO, CALIFORNIA 95973
530-893-1600
FAX 530-893-2113
P w
Lspan
Lspan6 = 10 FT
P-------------1
�• Lspan
P
1
Lspan
By: MEM - NorthStar 20 DECLARATION DRIVE
Date: 12/2/02 ENGINEERING CHICO, CALIFORNIA 95973
Job, No. 8004 530-893-1600
Pae (p of FAX 530-893-2113
BEAM AT AT WALKWAY BETWEEN GARAGES - BM 13
P
MAXIMUM TRIBUTARY AREA (Atrib) = 56 FT 1
MAXIMUM SPAN LENGTH (Lspan) = 8.5 FT
CONCENTRATED DEAD LOAD (PDL) = DL * Atrib = 784 PLF Lspan
CONCENTRATED LIVE LOAD (PLL) = LL * Atrib = 896 PLF '
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
BEAM AT CEILING OF MASTER BEDROOM.- BM14 & BM15
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 7.5 FT
MAXIMUM SPAN LENGTH (Lspan) = 17.5 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 38 PLF
f, Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 75 PLF
WHERE
DL = 5 PSF
LL = 10 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: BOISE CASCADE 1 3/4"X11 7/8" VERSA -LAM
BEAM AT CEILING OF MASTER BEDROOM - BM16 & BM17
P w P
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 2 FT
MAXIMUM SPAN LENGTH (Lspan) = 15 FT
IF
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 10 PLF
Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 20 PLF
CONCENTRATED LOAD (P) = (wDL + wLL) * Lspan6 / 2 = 984 LBS
WHERE
DL = 5 PSF wDL = 38 PLF
Lspan6 = 17.5 FT
LL = 10 PSF wLL = 75 PLF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW)
USE: 4X12 DOUGLAS FIR LARCH #1
By: MEM NorthStar 20 DECLARATION DRIVE
Dater 12/2/02 ENGINEERING CHICO, CALIFORNIA 95973
Job No. 8004 530-893-1600
Page % of FAX 530-893-2113
TYPICAL VALLEY HIP BEAM - BM16
w
MAXIMUM TRIBUTARY WIDTH (Wtrib) = 11.5 FT
MAXIMUM SPAN LENGTH (Lspan) = 16 FT
UNIFORM DEAD LOAD (wDL) = DL * Wtrib = 161 PLF Lspan
UNIFORM LIVE LOAD (wLL) = LL * Wtrib = 184 PLF
WHERE
DL = 14 PSF
LL = 16 PSF
DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THATFOLLOW)
USE: BOISE CASCADE 1 3/4"X14" VERSA -LAM
FOOTING AT FRONT & BACK PORCH
MAXIMUM REACTION (P) = 3.51 K
CHECK SOIL BEARING (q) = P / (W * L) = 0.88 K < 1 K OK
WHERE
WIDTH OF FOOTING (W) = 2 FT
LENGTH OF FOOTING (L) = 2 FT
USE:
2 FT WIDE 2 FT LONG 1 FT THICK
W/ 37 #4 REBAR EACH WAY TOP & BOTTOM
NorthStar Engineering
20 Declaration Drive
530-893-1600
Page 10
Rev: 510001
Description Beamsl
Title :
Dsgnr: MEM
Description :
Scope :
Timber Beam & Joist
Date:
Job # 8004
Timber Member Information 1
Results
Ratio =
BrA2
BMZ
B143 & BM4
BMS
BM6
BM7 & BM8
BM9 & BM10
Timber Section
in -k
3.125x12.0
4x12
6x12
3.125x12.0
4x12
4x12
4x12
Beam Width
in
3.125
3.500
5.500
3.125
3.500
3.500
3.500
Beam Depth
in
12.000
11.250
11.500
12.000
11.250
11.250
11.250
Le: Unbraced Length
ft
0.00
0.00
0.00
0.00
0.00
0.00
0:00
Timber Grade
lbs
ouglas Fir, 24F - V ouglas Fir - Larchpouglas Fir-'Larchpouglas Fir, 24F - VDouglas Fir - Larch,Douglas Fir - Larch, Douglas Fir - Larch,
Fb - Basic Allow
psi
2,400.0
1,000.0
1,350.0
2,400.0
1,000.0
1,000.0
1,000.0
Fv - Basic Allow
psi
165.0
95.0
85.0
165.0
95.0
95.0
95.0
Elastic Modulus
ksi
1,800.0
1,700.0
1,600.0
1,800.0
1,700.0
1,700.0
1,700.0
Load Duration Factor
Shear OK
1.000
1.000
1.000
1.000
1.000
1.000
1.000
Member Type
2,148.8
Glul-am
Sawn
Sawn
GluLam
. Sawn
Sawn
Sawn
Repetitive Status
-0.083
No
No
No
No
No
No
No
Center Span Data
1,880.2
1,250.0
4,462.6
2,353.3
10,555.4
Center Total Defl
in
-0.525
Span
ft
16.50
9.50
13.00
12.00
7.50
10.00
7.00
Dead Load
#/ft
119.00
119.00
126.00
175.00
175.00
140.00
91.00
Live Load
#/ft
136.00
136.00
144.00
200.00
200.00
160.00
104.00
Point #1 DL
lbs
1,406.00
LL
lbs
@ X
ft
3.500
Results
Ratio =
0.5785
0.4251
0.4191
0.4582
0.4241
0.5541
0.5401
Mmax @ Center
in -k
104.14
34.52
68.44
81.00
31.64
45.00
43.86
@ X =
ft
8.25
4.75
6.50
6.00
3.75
5.00
3.50
Po :Actual
psi
1,388.5
467.6
564.6
1,080.0
428.6
609.5
594.1
Fb :,Allowable
psi
2,400.0
1,100.0
1,350.0
2,400.0
1,100.0
1,100.0
1,100.0
LL
lbs
Bending OK
Bending OK
Bending OK
Bending OK
Bending OK
Bending OK
Bending OK
fv : Actual
psi
74.1
37.3
35.6
75.6
40.3
46.6
45.9
Fv : Allowable
psil
165.0
95.0
85.0
165.0
95.0
95.0
95.0
Center DL Defl
in
Shear OK
Shear OK
Shear OK
Shear OK
Shear OK
Shear OK
Shear OK
Reactions
@ Left End DL
lbs
981.75
565.25
819.00
1,050.00
656.25
700.00
1,021.50
LL
lbs
1,122.00
646.00
936.00
1,200.00
750.00
800.00
364.00
Max. DL+LL
lbs
2,103.75
1,211.25
1,755.00
2,250.00
1,406.25
1,500.00
1,385.50
@ Right End DL
lbs
981.75
565.25
819.00
1,050.00
656.25
700.00
1,021.50
LL
lbs
1,122.00
646.00
936.00
1,200.00
750.00
800.00
364.00
Max. DL+LL
lbs
2,103.75
1,211.25
1,755.00
2,250.00
1,406.25
1,500.00
1,385.50
Deflections
Center DL Defl
in
-0.245
-0.031
-0.073
-0.101
-0.018
-0.045
-0.032
L/Defl Ratio
808.2
3,690.5
2,148.8
1,428.6
5,100.1
2,689.5
2,662.1
Center LL Defl
in
-0.280
-0.035
-0.083
-0.115
-0.020
-0.051
-0.008
L/Defl Ratio
707.1
3,229.2
1,880.2
1,250.0
4,462.6
2,353.3
10,555.4
Center Total Defl
in
-0.525
-0.066
-0.156
-0.216
-0.038
-0.096
-0.040
Location
ft
8.250
4.750
6.500
6.000
3.750
5.000
3.500
L/Defl Ratio
377.1
1,722.2
1,002.8
666.7
2,380.1
1,255.1
2,125.9
NorthStar Engineering
20 Declaration Drive
530-893-1600
Page 14
Rev: 510001
Description Beams2
Title :
Dsgnr: MEM
Description :
Scope :
Timber Beam & Joist
Date:
Job # 8004
Timber Member Information II
Results
Ratio =
BMll
BM12
BM23
BM14 & BM15
BM16 & BM17
BM16
Timber Section
in -k
2-2x12
3.125x15.0
4x12
LVL:1.750x
4x12
LVL:1.750x
Beam Width
in
3.500
3.125
3.500
1.750
3.500
1.750
Beam Depth
in
11.875
15.000
11.250
11.875
11.250
14.000
Le: Unbraced Length
ft
0.00
0.00
0.00
17.50
0.00
3.00
Tlmber Grade
se Cascade, Versa ouglas Fir, 24F - Douglas Fir - Larchoise
Cascade, VersaDouglas Fir - LarcBpise Cascade, Versa
Fb - Basic Allow
psi
2,800.0
2,400.0
1,000.0
2,800.0
1,000.0
2,800.0
Fv - Basic Allow
psi
285.0
165.0
95.0
285.0
95.0
285.0
Elastic Modulus
ksi
2,000.0
1,800.0
1,700.0
2,000.0
1,700.0
2,000.0
Load Duration Factor
Shear OK
1.000
1.000
1.000
1.000
1.000
1.000
Member Type
Sawn
GluLam
Sawn
Glul-am
Sawn
Sawn
Repetitive Status
332.50
No
No
No
No
No
No
Center Span Data
656.25
150.00
1,472.00
Max. DL+LL
lbs
1,485.00
2,158.75
Span
ft
18.00
21.50
9.50
17.50
15.00
16.00
Dead Load
#/ft
25.00
25.00
25.00
38.00
10.00
161.00
Live Load
#/ft
150.00
1,472.00
Max. DL+LL
75.00
20.00
184.00
Point#1 DL
lbs
1,176.00
1,764.00
784.00
984.00
LL
lbs
1,344.00
2,016.00
896.00
in
-0:313
-0.475
@ X
ft
9.000
10.750
4.750
2.000
543.3
Point #2 DL
lbs
1,213.0
647.3
Center LL Defl
in
984.00
-0.456
LL
lbs
-0.032
-0.339
L/Defl Ratio
747.8
565.9
@ X
ft
5,578.3
566.4
Center Total Defl
in
13.000
-0.931
Results
Ratio =
0.5851
0.9285
0.6312
0.8826
0.4740
0.9012'
Mmax @ Center
in -k
148.23
261.14
51.26
51.91
33.74
132.48
@ X =
ft
9.00
10.75
4.75
8.75
7.50
8.00
fb : Actual
psi
1,802.0
2,228.4
694.4
1,262.1
457.0
2,317.4
Fb : Allowable
psi
3,080.0
2,400.0
1,100.0
1,429.9
1,100.0
2,571.5
Bending OK
Bending OK
Bending OK
Bending OK
Bending OK
Bending OK
fv : Actualpsi
52.7
68.1
35.7
63.4
45.0
144.6
Fv : Allowable
psi
285.0
165.0
95.0
285.0
95.0
285.0
Shear OK
Shear OK
Shear OK
Shear OK
Shear OK
Shear OK
Reactions
@ Left End DL
lbs
813.00
1,150.75
510.75
332.50
1,059.00
1,288.00
LL
lbs
672.00
1,008.00
448.00
656.25
150.00
1,472.00
Max. DL+LL
lbs
1,485.00
2,158.75
958.75
988.75
1,209.00
2,760.00
@ Right End DL
lbs
813.00
1,150.75
510.75
332.50
1,059.00
1,288.00
LL
lbs
672.00
1,008.00
448.00
656.25
150.00
1,472.00
Max. DL+LL
lbs
1,485.00
2,158.75
958.75
988.75
1,209.00
2,760.00
Deflections
Center DL Defl
in
-0:313
-0.475
-0.041
-0.164
-0.148
-0.297
L/Defl Ratio
689.6
543.3
2,796.5
1,279.1
1,213.0
647.3
Center LL Defl
in
-0.289
-0.456
-0.039
-0.324
-0.032
-0.339
L/Defl Ratio
747.8
565.9
2,910.2
648.1
5,578.3
566.4
Center Total Defl
in
-0.602
-0.931
-0.080
-0.488
-0.181
-0.636
Location
ft
9.000
10.750
4.750
8.750
7.500
8.000
L/Defl Ratio
358.8
277.2
1,426.1
430.1
996.3
302.1
Jj Site Plan Stamped Approved
• By Date U 2
Page 1 of 5
TO LARRY PAINTER
REI M TO CHIOO FSI
SITE PLAN REVIEW
APPLICATION
Date:
U —0% P 1 N�
AP#
•
Permit Number (if applicable) 0
APPLICANT INFORMATION
Parcel Size: 4 2 A C-
Owners Name:
Owners Address: C;1 ec
k
9 m
Telephone No.:�
Situs Address: z� a -
� G4 14 (�
Proposed Use:
Residential
[ New Single Family Residential
❑ Single Family Addition
❑ Single Family Remodel ,
❑ Mobile Home
❑ Residential Accessory
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
•
❑ Multi -family
-
Non-residential
❑ New Commercial
❑ Commercial Addition
❑ Commercial Remodel
❑ New Industrial ,
❑ Industrial Addition
❑ Industrial Remodel
Other
°
Septic ❑ Well
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SER VICES INFORMATION (For Staff Use)
❑ Approved 12 Conditionally Approved
❑ Resolve Problems Prior to Approval
Jj Site Plan Stamped Approved
• By Date U 2
Page 1 of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
❑ Snow Load Area: - - •
❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
❑ SRA - (CDF to determine specific requirements)
❑ 100 -Year Flood Plain: (See attached)
• Flood Zone:
• Flood Panel No.: . 0 -52p C— Index Date: b—
❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements).
❑ Chapman/Mulberry (See attached standards and requirements)
❑ Cohasset Area (See attached standards and requirements)
❑ Grading Zone (See attached handout)
Use Requires:
❑
Use Permit
❑
Minor Use Permit ❑ Administrative Permit
❑
Minor Variance
❑
Variance
❑ Detached Building Use Form ❑ Encroachment Permit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning: S R I
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
•
n
U
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
Side
Side Street
Rear
Q J N 0
€ 510 A N -T) q I—
G-YeLZ Pi-,Na
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
•
n
U
f�
Applicable Development Fees:
Standard Fees Amount Formula
• ❑ .Fire
❑ School*
❑ Parks/Recreation
❑ Roads
❑ Sheriff
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road
❑ Thermalito Impact
❑ Other
-----------------------------------------------------------------------7-------------------------------------------------
Subdivision Map Special Fees
❑ Water Tender
❑ Road Improvement
❑ North Oroville Area
❑ Other (per map)
* Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
• Parcel Created By
❑ .Deeds:
•
Date of Creation: Legal Access Provided: ❑ No ❑ Yes
Deed of Reference: Legal Access Required ❑ No. ❑ Yes
Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:
Complies with County Standards for Deed Creation: ❑ No ❑ Yes
Comments:
❑ Parcel Deemed to be legal
❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment
❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
Page 3 of 5
15 Subdivision Map/Parcel Map: }�v i-Hn Vq, L -fa O 1� eST'A-rFs -.14
Map Date of Recording: 6 l8 - d Q --
Lot:
Lot: H
❑ Use Permit/Minor Use Permit
Permit Number:
Book: J S 9
Date of Approval:
Page: t>S 37 •
Parcel Map/Subdivision Map/Use Permit Conditions
® Comply with the following Conditions of Approval: ;A- T)Q C -H e !>
❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
❑ Provide an erosion control, plan for building and land disturbance. The Erosion Control P
must be prepared by a registered civil engineer or other qualified professional and go
submitted to and approved by the Department of Public Works.
❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
❑ Engineered foundations are required.
❑ Class A roofs are required.
❑ Property owners responsible for roa
❑ •
Page 4 of 5
NOTES
• 1. THIS SHEET SHOWS ADDITIONAL INFORMATION. IS FOR
ADDITIONAL INFORMATION PURPOSES ONLY. DESCROM
CONDITIONS AT THE TIME OF FILING AND IS NOT INTEWED TO
AFFECT RECORD TITLE INTEREST.
2 A SOLID FENCE CHAIN LINK. BRICK. BLOCK OR SIMAAR
MATERIAL. NOT WOOD. A MINIMUM OF SIX FEET IN HEIGHT SHALL
BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY
LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS
FOR ANY RESIDENCE IN PHASE 4.
3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE
CONNECTION TO A PUBLIC WATER SUPPLY.
4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE
ENCOUNTERED DURING PROJECT CONSTRUCTION, SITE DEVELOPMENT
SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE
IMMEDIATELY RETAINED.
5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY.
REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN
SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS
DEVELOPED.
6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL
BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE I
OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BUlLDWG
PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK.
SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF
THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE
PERMIT.
7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED
���►� EXCEPT FOR THOSE REQUIRED FOR ROADS, DRIVEWAYS, OR
BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED
�— COMMENaNG FROM THE OUTER EDGE OF THE OAK TREE CANOPY -
3 -7
6-18- 02.
ADDITIONAL INFORMATION SHEET
DUW--AM LAND EE -STA 1
PHASE 4
SEINQ A POR7701V OP 1HE
REMAINING LANOS OF � FJM- M LANO ESTATE--
PI -143 1-K Off' ItP,4'#�-
ALS0 SEINE A P i ? €-F ME
SOUTHEAST 114 4R SOWTON.24 T01-l�31�1�' �1
NC31 RAND 1 EAST . P A PGR�IC�I�
NOTES RESIDENTIAL
3-2494
PERMIT NO. 2- LUCENA, MARIANN
Cont:CC9339 LA ROSE CT, DURHAM
A:REFREE*POOLS
POOL OOL
trk
N
A
x.
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
—.VERIFY
USE PERMIT CONDITIONS,
SUB -STANDARD HOUSING LETTER
JOB FINALED t
Signatur
J=OK
0 = Not OK
. = Not Readyable MOBILE HOMES
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ P' L "ft./ P LPG
7.
Well Clearance & Disconnect
8.
Utility Clearance
Date
3.
Card B-1 Date
Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert. of Occupancv
Date
1.
Card B-1 Date
Card B-1
Date
3.
Card B-1 Date
Card B-1
Date
PERMANENT END SYSTEM (ONLY)
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
1.
Zoning Requirements -Setbacks -Easements
Electric
8.
2.
Footings; Size -Spacing -Marriage Line
Siding; Nailing -Veneer -Stucco -Mesh
10.
3.
Blocking
Ext.; Steps -Doors -Landings
12.
4.
Gas; MH Test -Demand -Valve
Dat2j,
5.
Electricity; MH Test
and B-1 Date Card B-1
6..
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date
Card B-1
Date
Card B-1 Date
Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
SgWacks-Easements
L.-ISo'Is;
Compaction -Structure Stability
I'•t.-Pool
Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main Conduit
9.
ealth Department Appmv
. b.; 'rTest-Wate upply Test
IT
Lig iche
le--en-closure; F ing-Alarms
Dat2j,
Card B-1 J2 Q Date Card B-1
Date
and B-1 Date Card B-1
at- vt
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
Date UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit) OK except #'s
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe; Test & Anchor -Nail Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
24. Fixture & Transformer Clearance -Ins. Protection
25. Elec. Receptacles Spacing -Lights & Switches at Doors
26. Size Boxes & No. of Conductors Stapled
27. Romex Installed Close to Edge of Studs & C.J.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al
Insulated Neutral 0 Yes 0 No
32. Service -Riser Conductors & Ground Main Disconnect
33. Equip. Clearances Panels-Motors-Mech. Equip.
34. Clothes Closet Light -Shower Light -Spa Light
35. Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
36. A.C. Ducts Insulation & Support
37. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40. Attic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Permit) OK except #'s
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof)
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
RESIDENTIAL (Single & Duplex)
n
Date FRAMING (Continued)
47.
Hangers -Post Caps -Anchors -Connectors
48.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng.
49.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52.
Garage Fire Protection Framing -RC Channel
53.
Property Line Firewall & Openings
54.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
56.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57.
Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59.
Glazing Area -Glass Protection -Skylights -Plastic
60.
Shear Walls; Nailing -Bolts
61.
Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B 1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64. Ext. Steps -Door & Sidelight Protection -Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
67. Bedroom Exiting
68. G.F.I. & Bath Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance -Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing -Landing -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80. Insulation -Foam -Looked in Attic
81. Guard Rails & Deck Construction -Post Caps
82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
_
83. Following lnstldJDrive 0 Yes O No/Walks 0 Yes O No/Planters 0 Yes 0 No
84. Stucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
pX'_'fGr�lY, •+'+r-, '^T_an'Y�h ,iT'r �Fki •111 i i - -!-,~..�1
rt v. yr-•
-,COUNTY OF BUTTE
t3UILDING DIVISION }
DEPARTMENT OF-DEVELOPMENT SERVICES'
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER
PER�MI O�
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is'
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately. Y
to
HHV live
�`•r"i-- �,; '--.r.-...�:a .,..-.i.•— .....,�—•y..-ary ar.�j.w._-v:.l'�'"_[-trz..r s4.w�.--k^--Y.. ....+M �..7.. �..-a--�+�v ..+�
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA -� (530) 891-2751
e
7 County Center Drive - Oroville, CA - (530) 538-7541
'CORRECTION NOTICE
LLtc03 210
91-/
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 notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
l�
KCQL)I`l V3,1e l -t
�601vllyw1✓7�
Date
REV 10/92
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
. 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541
(Rev. 12-196) APPLICATION AND PERMIT ! I
ASSESSOR PARCEL NUMBER
ZONING
BUILDING PERMIT
OWNER
TELEPHONE
SQ. FT. OCC. BUILDING VALUATION
24,000.00a
. OWNERS MAILING ADDRESS'
9-3-39 TA ROSE (7, DITRRAM
CONTRACTOR'S NAME
CAREFREFF. POOLS
TELEPHONE
1-342-46.39
CONTRACTORS MAILING ADDRESS
ED BOX 8689, CHIMor CA 95997
CONSTRUCTION LENDER
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Fee - $
20.00
—Filing
Permit Fee $243-00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $2300
BUILDINGADDRESS
9119 TA ROSE CT, DLMLLAN, CA
Energy Plan Checking Fee $
$
PERMIT FEE $
LAT NO. SUBDIVISIONS NAME PARCEL MAP
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
PLUMBING PERMIT Fling Fee 20.00
Each Trap 7.00
Solar or heat pump water heater 23.00
Water
Water piping 15.00 15 00
gas water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: IN -GROUND GUNITE POOL,UNIT
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE $
MASTER T 502-01
ELECTRICAL PERMIT
Fling Fee 20.00
"00V DR LESS
Main Service 200AORLESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class LIC. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A To 1000A
46.00
NEW CONST. DWEwNG OCCUP.
OR ADONS. a ACC. BLAS.
so
3.52FT:
H µRESDT MULT'-CIRCUT
@G 7,50
POWER APPARATUS
a SINGLE OUTLET CIR.
EX. Occup. OUTLET OR FDTTUREs
BAL @ 1.00
eo
Ex. Occup. oUrEiEis E�sIo.oe
Aw
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE $
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
co pensation, as provided for by section 3700 of the Labor Code, for the
erformance of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' pen surance carrier and policy number are:
Carrier
Policy Number rA
(The above sections need not be completed -if fhe permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
rthwith conA with those provisions.
X Date
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Age
An OSHA permit is required for excavations over 60" deep and demolitio or construction
of structures over 3 stories in height.
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE S
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ
CONST. TYPE
TOTAL FEE $ 371.00
HAZ.
_
D FEES IMP FLOOD
_
COF
,�
PARC Po
MD U
This permit is hereby issued under the applicable provisions
of a utte County Code and/or Resolutions to do work
in ed above for which fees have been paid.
g ��
By'ate xx l
PERMIT EXPIRES ON �� / t1
fe
Receipt No. �—
WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
i
.�,,,'+�jN"N;Yr*4'7g7'� ' i` �"'vT►,.riiiP'j;T'inlic7�R�Y'rTa'n""�7r t'..r=rc.y'F.-F.�x.-.-.,..,,-.�,7.w�y�TidiV7�1F��ep..r �...,..•-.r.. ^Ny�w.. i 7.:.:..:,��,a�":r�g;..,`.i .;•+.
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, C. 95965?, hone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET O 9%
OWNE$,t-5Cu"[. ASSESSOR PARCEL NUMBER P"' '-WC/'®' S -J/10
Proposed Building Use: New 4C'iCounter Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
a 1.. Plot plans, 3 or 4 sets, signedyby the preparer of the plans.
2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. y
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
❑ 5. Energy compliance design and supporting documentation in duplicate.
❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ......................
❑ 9. Plot plan and business license approval from the City of Biggs .........................
❑ 10 Letter of intent for non-residential buildin s
El .......................................................—
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Other
an
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ........................................
❑ 15. Statement of Intent for Non -heated and A/C Buildings ....................................
16. Sanitation and plot plan approval from the Environmental Health Department in
IT City of Chico Plumbing permit........................................................................*
❑ 18 California De nrtment of Forestry Ian a royal ❑ aid Sent b
P P PP P ...............
❑ 19. Planning approval for (A) Use: !� l� (B)Parking: ( (C) Parcel Check: a_�2
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy)
❑ 22. Pre -Inspection for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 24. Worker's Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
❑ 26. Letter of Signature authorization ..................... :...............................................
❑ 27. Recorded copy of Agricultural Acknowledgment` Statement ....................................
❑ 28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 31. Other:
When issued Telephone and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit.
Z.
a e.
1. Index permit application for the above items numbered:
2. Additional items required
o
ntractor designer, owner, was advised cf the above data by
ntractor, designer, owner, was advised of the above data by
Plans reviewed by: Date:
Structural reviewed by: Date:
Note transfer by: Date: ' --
L
1.
Plan Check Letter
phone, ❑ maw ❑ counter, by Yo Date:
phone, ❑ mail, ❑ counter by Date:
Plans approved by: _� Date:_
_Structural approved by: Date:_
Yellow RuildinP Divkinn
Feb 01 02 08:13a
P.
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES'- BUILDI DIVISION /
7 County Center Drive • Oroville, California 95965 • Telephone (530) 5 8-754 P
pRev.12/96) APPLICATION AND PERMIT C_,O ' 2
AS SESSOR PARCEL NUMBER /• 1 Q BUILDING PERMIT
OWNER LL
SO. FT. OCC. BUILDING VALUATION
DWNER'S,-0y14NS,AQgRES e Cf}- :
CONr �OR'S/CCS %f�/•((JJ//l/. _/C) I
O as U!!0 MORESS / (y `+tel V 1 —
C/J� 7VC l
NO.
•
•CONSTRUCTION LENDER
---
LENDER'S MAILING ADDRESS
Fireplace —
Total Valuation $ -
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $ 20•�.00-
ARCHITECT OR ENGINEER'S MAILING ADDRESS
—BUIIOWOaDDaESS
Permit Fee $ Z, q 5�V
Plan Checkin Fee $
Water piping
�
�� �l r
_
Energy Plan Checking Fee $
--
-
,Z)VZ44J7�,t-_ L-774tJt] 1 . Pik, tj
PERMIT FEE
$ ZZ�
LOTNO. Li DI SUBONLSIONS NAME PARCEL MAP
PLUMBING PERMIT
Fling Fee 1 20.00
USEOFSTIIUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
sPeclFv
Each Trap
7.00
Solar or heat pump water heater
__
23.00
Water piping
t 5.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
L
Describe Work: -1 - 0�td 1101 / �•-P�
_ v V
Each gas water heater or vent
15.001
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home S G W
920,00
6.50 i
-
PERMIT FEE
S
I ' "' vq-L4� 502' DI
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service l..A OR LESS
100A OR LESS
23.00
n ry,
J cry
Main 50iVIC0 200A TO lOooA
qs,()D
NEW CONST. DWElLINO OGCUP,
OR ADONS. 8 ACC. BLDS.
s0.
3.50FT.
CO 5 "LT,,",'--•
NO N•RES10.
@7.50; ---
POWER APPARATUS
6 SINGLE OUTLET C10.
I
Ex. OCCUR. ( OVner OR FDRURES
"PERAIT FEE PAlb
SRA .
SHERIFF
OTH1R .
AAkbtW RECEMb
*RECUT NVII4m ��, 2
" TO Oe'VT INTO COWTER
". uccup. k Ounirm nesio. eA
1 5.00
Temporary Service
23.00
Mobile Horne Facilities
20.00
Misc. Wiring
23.00
cb 1 2 l ac r U
.cam
PERMIT FEE
$ 0.
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50 i
PERMIT FEE S
Mobile Home;Installation Fee $
Energy Inspeee $
OCC CONTO L FEE $ J7HA2• IM FLOOD CDF p MD I,ISSUE
This permit is hereby issued under the applicable p'fbvisions
of the Butte County Code and/or Resolutions to do work
Indicated above for which fees have been -paid.
By Date
. .. _._. -
ReceiptNo. PERMIT EXPIRES ON
WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT
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2 4 COMBUSTION AIR OPENING EXTENDS WITHIN THEUPPER 12 AND
— — - - 9CE LINGLOWER 12 OF THE ENCLOSURE. REQUIRED D COMBUST O AIRDUCTS
9068 BI -PASS
_ _ - 6 SHALLNOT B DIMENSION.
55 THAN THREE INCHES IN LEAST
1_1I 9C I tNG _1 2/6 2/ WATER HEATER EQUIPMENT SHALL BE CERTIFIED BYC.EC.6 41 O11 3� i1218 RA WATER HEATER 181ABOV .FINISH FLOOR
CLOSET W SHELF a POLE o
3 O 3 O 73 O ONE FIR WALL
ALL LIVING SPACES MUST B SEPARATED D FROM ARAGE SPACES
2 6 W1 ON HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE
F`�
CEILINGS AR APART OF THIS ASSEMBLY. U5 5/811 TYPE 1 1 GYP. BD.31_41 BD.2040
SKYLIGHT
!3 3a THICK SOLID COR WOOD WCLOSER2 4025ENTERTAINMENTCENT R
BOOK SHELF'S3030
8 B D�00M 3 ) GAS FIREPLACEW HEARTH
N 2 SKYLIHT o
91G ILINGSPECS. INSTALL R MFR. FACTORY- BUILT FIREPLACES SHALL BE
O-
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4I_4II 21_4
T- m ATH HEARTH XT NSlONS ARE 70 BE INSTALLED PEP MFR. SPECS.
AUND�YL82WOO 570V W HEARTH
h 9C I lNG INSTALL PER MFR. SPECS.
Crlyt
_ 0
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91 r —i KITCHC� 8 WOOD STOVES HALL BEEPA CERTIFIED.
819CE LlNG 0� G VAULTED CEILING HEARTH 7EN510N5 ARE TO B INSTALLED PER MFR. SPECS.
2/4 0 NOTE Oi 6063 BI -PASS
26
ONLY ITEMS THAT ARE KEYED ON PLAN ITSELF LF AR REQUIRED.
THAT ARE LISTED MAY OR MAY NOT THIS FLOOR PLAN.2 4 N
mom
110
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IL
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2 6 w N21 10II2 6 1I
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Design: JP
Checked: JMR
Date: 9-24-02
Job Na. 8004
Sheet:
A-1
5
{
(
DOUBLE SINK W GARBAGEDISPOSAL
D 5P SAL'
{
a
}
--
i MAI[NJ TAIND ABOV .TME CONTROLS WITH TH STRAP
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2 4 COMBUSTION AIR OPENING EXTENDS WITHIN THEUPPER 12 AND
— — - - 9CE LINGLOWER 12 OF THE ENCLOSURE. REQUIRED D COMBUST O AIRDUCTS
9068 BI -PASS
_ _ - 6 SHALLNOT B DIMENSION.
55 THAN THREE INCHES IN LEAST
1_1I 9C I tNG _1 2/6 2/ WATER HEATER EQUIPMENT SHALL BE CERTIFIED BYC.EC.6 41 O11 3� i1218 RA WATER HEATER 181ABOV .FINISH FLOOR
CLOSET W SHELF a POLE o
3 O 3 O 73 O ONE FIR WALL
ALL LIVING SPACES MUST B SEPARATED D FROM ARAGE SPACES
2 6 W1 ON HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE
F`�
CEILINGS AR APART OF THIS ASSEMBLY. U5 5/811 TYPE 1 1 GYP. BD.31_41 BD.2040
SKYLIGHT
!3 3a THICK SOLID COR WOOD WCLOSER2 4025ENTERTAINMENTCENT R
BOOK SHELF'S3030
8 B D�00M 3 ) GAS FIREPLACEW HEARTH
N 2 SKYLIHT o
91G ILINGSPECS. INSTALL R MFR. FACTORY- BUILT FIREPLACES SHALL BE
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4I_4II 21_4
T- m ATH HEARTH XT NSlONS ARE 70 BE INSTALLED PEP MFR. SPECS.
AUND�YL82WOO 570V W HEARTH
h 9C I lNG INSTALL PER MFR. SPECS.
Crlyt
_ 0
W.I.C. C 9iC ILING `G AT 20OM
91 r —i KITCHC� 8 WOOD STOVES HALL BEEPA CERTIFIED.
819CE LlNG 0� G VAULTED CEILING HEARTH 7EN510N5 ARE TO B INSTALLED PER MFR. SPECS.
2/4 0 NOTE Oi 6063 BI -PASS
26
ONLY ITEMS THAT ARE KEYED ON PLAN ITSELF LF AR REQUIRED.
THAT ARE LISTED MAY OR MAY NOT THIS FLOOR PLAN.2 4 N
mom
110
3/0 2/8 o .1 z 0
IL
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21- 41 "n -
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Design: JP
Checked: JMR
Date: 9-24-02
Job Na. 8004
Sheet:
A-1
1
KEYNOTES
DOUBLE SINK W GARBAGEDISPOSAL
D 5P SAL'
DISH / DRAIN WASHER W T 15
E O DISPOSAL. PROVIDE AIR GAP.
3
RAN W
G HOOD
E
R FRIG RATOR 5 AC WITH E E P E Wl GOLD WATER STUB.
FREEZER
r
6
0
C 2 WA
MI F O V E
i
DOUBLE O LE DVEN
EATING BAR
PANTRY
f
;
TRASH T
COMPACTOR
FACE FRAME LINEN CABINET W SHELVES.
E
WASHING SPACE. PROVIDE RECE55ED HOT, GOLD WATER STUB WASTE
LINE.
DRYER
E
1
SQ - 41
EXHAUST .DUCTS SHALL B EQUIPPED WITH A BAC T-DAMP R.
E E E E K DRAFT -DAMPER.
E
41-011
b 1 —411
THE TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH 614ALL
s
251_4
201_4
NO EXCEED 14I_On.
FAI
n n ATTIC CC 55
22 x30 ACCESS
6 1 p 1
O 3 O
1 11
_
t6 4
1 it
_
_5 8
� 11
_
14 S
.1 1
C 1
THE ATTIC ACC S5 OPENING SHALL NOT THAN
�. E PE N E LESS AN 22 BY 30
AND SHALL BE LOCATED INCORRIDOR, HALLWAY ORO1H ER
READILY ACCESSIBLE LOCATION. 301MINIMUM UNOBSTRUCTED
ED
HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE
THE
EACCESS OP ENING.
2040 S.H. 2040 S.H
S.H.
50 40 5L.
1�
LAUNDRY SINK
a
W-0" TUB 4 SHOWER W 5AFTEY GLA55NCL05UR TOW A
E E W EL BAR
AND WAINSCOT.
1�
6
INSTALL CEMENT -F BER BOARD BACKING TO AHEtGH T O F
-SHOWER.
1-O" MIN. ABOVE DRAIN INLET BEHIND ALL CERAMIC TILE F1NI5H 5
1
`
_---
i-YII COFFERED 3 O
O
R.=_______ ,
IN 5H OW
JACUZZI TUB
-
r
O
`I
!
2040
SKYLIGHT
A
_O< ONrDATH
MEDICINECABINET
.
J
- f I
1
N
MIRROR FRAMELESS
O
1I ,
4_05 O 5L.
\
I
_
BEDROOM ROOM 2
WATER HEATER
_
_ O
i M.3�D20OM
9I CEILING G
-,,HORIZONTAL
T
WATER HEATERS SHALL B ANCHORED OR STRAPPED TO RESIST
ZON AL DI PLA EMEN7 DUE:O EARTHQUAKE OTION. STR
E M A PING
,
O
L I
.
1
1pFILING
S.l_LBEA?,POIN WITHIN UPPER ONE- AND LOWER
I
D..-1R� AMINtMUMDt5 ANC OF FOUR INCHES r H ALL B
--
i MAI[NJ TAIND ABOV .TME CONTROLS WITH TH STRAP
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5
O
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O
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t_o
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2 4 COMBUSTION AIR OPENING EXTENDS WITHIN THEUPPER 12 AND
— — - - 9CE LINGLOWER 12 OF THE ENCLOSURE. REQUIRED D COMBUST O AIRDUCTS
9068 BI -PASS
_ _ - 6 SHALLNOT B DIMENSION.
55 THAN THREE INCHES IN LEAST
1_1I 9C I tNG _1 2/6 2/ WATER HEATER EQUIPMENT SHALL BE CERTIFIED BYC.EC.6 41 O11 3� i1218 RA WATER HEATER 181ABOV .FINISH FLOOR
CLOSET W SHELF a POLE o
3 O 3 O 73 O ONE FIR WALL
ALL LIVING SPACES MUST B SEPARATED D FROM ARAGE SPACES
2 6 W1 ON HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE
F`�
CEILINGS AR APART OF THIS ASSEMBLY. U5 5/811 TYPE 1 1 GYP. BD.31_41 BD.2040
SKYLIGHT
!3 3a THICK SOLID COR WOOD WCLOSER2 4025ENTERTAINMENTCENT R
BOOK SHELF'S3030
8 B D�00M 3 ) GAS FIREPLACEW HEARTH
N 2 SKYLIHT o
91G ILINGSPECS. INSTALL R MFR. FACTORY- BUILT FIREPLACES SHALL BE
O-
_cOB
i1
6 i _ 4II
usOOScrOOnA�
®$ 1 O 1 1
�
s1
9
1 _ 4
11
2 13
7
_ 8I,
1
li
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_
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_
,
=
1
'
8 2
6
c_OA
i b
'
Od1J
PERMANENTLY
Q
UIPP
D
W
I7
H AN P
A
CERTIFIEDRTI
F
IED INSERT O
R S
HA
L
L
X 1_O1i B PERMANENTLY LABELED SHOWING IT MEETS PA EM155ION LIMITS.
4I_4II 21_4
T- m ATH HEARTH XT NSlONS ARE 70 BE INSTALLED PEP MFR. SPECS.
AUND�YL82WOO 570V W HEARTH
h 9C I lNG INSTALL PER MFR. SPECS.
Crlyt
_ 0
W.I.C. C 9iC ILING `G AT 20OM
91 r —i KITCHC� 8 WOOD STOVES HALL BEEPA CERTIFIED.
819CE LlNG 0� G VAULTED CEILING HEARTH 7EN510N5 ARE TO B INSTALLED PER MFR. SPECS.
2/4 0 NOTE Oi 6063 BI -PASS
26
ONLY ITEMS THAT ARE KEYED ON PLAN ITSELF LF AR REQUIRED.
THAT ARE LISTED MAY OR MAY NOT THIS FLOOR PLAN.2 4 N
mom
110
3/0 2/8 o .1 z 0
IL
-71
2/0
2/4 BATH r .
2 6 w N21 10II2 6 1I
21- 41 "n -
J
w
CC
i
z
1
6068 B
t
P
ASS fr
DINING POOM 6 ENTQY6 T LIVING 200M
z
LING IO�_4n1cEILING a CEI
-
fr
o -
i
f
= J
I
J
O
G
GE
1:0i o
o ,
#
-1
_ �3 D1200M _
9 C
I
E 4
E LING
O
N
N
1[7
_
-9, CEILING
J3)/0T=T-
1XI
' 5050 SL. 0
L 5056 O
5L.
W H _
ARC ABO E
W
H _
_ RC ABOVE
O
n ;
1
11 ,
APPROVED
PR
erg ,
Butte
oW
r nt ,
1
Y
En
wronm
to
Health
1 n_
t 1
1
Design: JP
Checked: JMR
Date: 9-24-02
Job Na. 8004
Sheet:
A-1
m
BENCH
RA ISED LOUNGE
,-PLANTER AREA 18" GENERAL SPECIFICATIONS
SIZE 2Ox4 0 AREA 6 8 0 ff DEPTH-a6'TO7-'Qf,
SHAPE CUS70M PERIMETER 1()6
TEMPLATE NO. CUSTOM
TILE SIZE 6- x 6-
STEPS- TILE COLOR 0 T
BRfCK I�QPEIW6 'COPING BRICK
BENCH lco-PING COLOR 0 T S
POOL CAPACITY 28FOOO GALS.
DECK -ROCK, PUMP CAPACITY [to G.P.M.
SALT MOTOR H.P., 1112 H. P.
0
FILTER 48 SO. FT.
FILTER RATE Ito G. P.M.
TURNOVER 41 ZZ HRS.,
VACUUM LINE & SKIMMER 2
t(i
RETURN LINE 2
LIGHT I MAIN DRAIN 11/2
SKIMMER - MODEL (2) U -3
BACKWASH To DIS LINE
STEPS -:o - OF !/2" FILL LINE
BENCHES
I Ant, vvntAnK, %,A, wA 1 17( P1 f f
Cs
''
N
BENCH
RA ISED LOUNGE
,-PLANTER AREA 18" GENERAL SPECIFICATIONS
SIZE 2Ox4 0 AREA 6 8 0 ff DEPTH-a6'TO7-'Qf,
SHAPE CUS70M PERIMETER 1()6
TEMPLATE NO. CUSTOM
TILE SIZE 6- x 6-
STEPS- TILE COLOR 0 T
BRfCK I�QPEIW6 'COPING BRICK
BENCH lco-PING COLOR 0 T S
POOL CAPACITY 28FOOO GALS.
DECK -ROCK, PUMP CAPACITY [to G.P.M.
SALT MOTOR H.P., 1112 H. P.
0
FILTER 48 SO. FT.
FILTER RATE Ito G. P.M.
TURNOVER 41 ZZ HRS.,
VACUUM LINE & SKIMMER 2
t(i
RETURN LINE 2
LIGHT I MAIN DRAIN 11/2
SKIMMER - MODEL (2) U -3
BACKWASH To DIS LINE
STEPS -:o - OF !/2" FILL LINE
BENCHES
I Ant, vvntAnK, %,A, wA 1 17( P1 f f
Cs
BENCH
RA ISED LOUNGE
,-PLANTER AREA 18" GENERAL SPECIFICATIONS
SIZE 2Ox4 0 AREA 6 8 0 ff DEPTH-a6'TO7-'Qf,
SHAPE CUS70M PERIMETER 1()6
TEMPLATE NO. CUSTOM
TILE SIZE 6- x 6-
STEPS- TILE COLOR 0 T
BRfCK I�QPEIW6 'COPING BRICK
BENCH lco-PING COLOR 0 T S
POOL CAPACITY 28FOOO GALS.
DECK -ROCK, PUMP CAPACITY [to G.P.M.
SALT MOTOR H.P., 1112 H. P.
0
FILTER 48 SO. FT.
FILTER RATE Ito G. P.M.
TURNOVER 41 ZZ HRS.,
VACUUM LINE & SKIMMER 2
t(i
RETURN LINE 2
LIGHT I MAIN DRAIN 11/2
SKIMMER - MODEL (2) U -3
BACKWASH To DIS LINE
STEPS -:o - OF !/2" FILL LINE
BENCHES
I Ant, vvntAnK, %,A, wA 1 17( P1 f f