HomeMy WebLinkAbout040-610-00740,610-007 02-3361
IUTCHI NSON, TOM & CATHY
E�52SKILLEN ESTATES RD.,D
fO KT: RMS BUILDERS-
QEW SINGLE FAMILY
NOTES RESIDENTIA
r
040-610-007 02-3361
PERMIT NO. UTCHINSON, TOM CATHY —
tt +SKIL.LEN ESTATES RD., DURHAM
co 0 � L
CONT: RMS BUILDERS
•0 # NEW SINGLE FAMILY
J C
G!� -r✓ /'
i
SPECIAL CONDITIONS
f, CHECKED
ti A BY
{- s
"' FLOOD CERTIFICATE'REG. ,
FIRE SPRINKLERS REQ:'
`- SPECIAL INSPECTION ITEMS
,4 VERIFY `�A
:. USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
+ OFFICE COPY.
t; Address
' GAS
Meter By Dat 1
ELECTRIC
Meter By DA .40
f
V c9n C
'JOB ZNALED (Dat
Signatur
J=OK
0 = Not OK
. = NotReadyable
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1.
Zoping 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
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
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
POOLS (Plans) OK except #'s
3.
Gas; MH Test -Demand -Valve -Connector
Setbacks -Easements
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
Soils; Compaction -Structure Stability
5.
Drain; MH Test -Fall -Flex Connector
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
6.
Water; MH Test -Regulator -Connector
Elec.; Receptacles and Lighting, Distance-GFI
7.
Water and Sewer Connected -C/O to Grade -HD Approval
Elec.; Pool Lighting; 15 Volts-GFI
8.
Gas and Electricity Tagged
Elec.; Enclosures; Conduit Entries -Terminals -Listed
9.
Tie Downs -Type -Installation Cert.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
10.
Exits; Insp.-Sketch
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panel boards- Ins. to Main Conduit
11.
Cert. of Occupancy
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3. Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
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
F_
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
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
M
J=OK
o = Not = NotAApplicable RESIDENTIAL. (S
p
. = Not Ready
i
Date UND F OR (Plans) OK except #'s
ing-Setbacks-Easements-Flood-Slope
tg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
to walls, Main; Steel-Blockouts-Wrapped
t�n'iwalls, Garage; Steel-Blockouts-Wrapped
old Downs and Special Anchors
7. Slab, Steel -Wrapped
8. iers-Fireplace Ftg.-Steel
V D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
•19-14F Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
1 1L4ater Pipe; Test -Anchors -Regulator -Service Test
ectric Underground
"t3-PteTTOtns & Ducts; Clearance -Material -Support -Ins.
rrders-Sills-Anchor Bolt Joists- ents-Crippies
1 -Access & Ventilation
16. Insulation
Dat Card B -k Date I O Card B-1
Date Card 1 Date Card 13-1
Date PLU ING (Per OK except #'s
Water Htr.; Vent -Access -Combustion Air Baffle
Water Pipe; Test & Anchor -Nail Protection
19 D.W.V; Test -Fittings & Anchor -Nail Protection
20: --Shower Pan; Test, First Floor -Tub Access
21. Tes b & Shower, Second Floor -Tub Access
as Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date Card B-1 Date Card B-1
Date Card -1 Date Card B-1
Date ELE ICAL (Permit) OK except #'s
Fi re & Transformer Clearance -Ins. Protection
lec. Receptacles Spacing -Lights & Switches at Doors
26. S�oxes & No. of Conductors Stapled
omex Installed Close to Edge of Studs & C.J.
8 Equip round made up w/Mech Fasteners -Bond Gas & Water
liance Circuits in Kitchen & Conductor Size GFI
Subfeed Wire Size/ /ga. Cu o .C. Wire Size/ /ga Cu or Al
31. Range Circle/ /ga Cukor AI- ven Circ. / /ga Cu or Al
Insulated Neutral h1 s 0 No
32. Service -Riser Conductors & Ground Main Disconnect
33. i . Clearances Panels-Motors-Mech. Equip.
Clothes Closet Light -Shower Light -Spa Light
3 Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MEC ICAL (Permit) OK except #'s
r
3 A.(;,z6cts Insulation & Support '
ent Fan, Exhaust above insulation -
Co ns a Drain & Overflow, Size & Grade
u ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40e<ttic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1.1—Date Card B-1
Date FRAMI Permit) OK except #'s_
4 ill roper Materials & Anchors
_4 St Nailing Spacing & Braces -Plates -Sound
4 ear' Walls over,,Girders & Floor Nailing -
44. Stop in alts (rat proof)
4 ire Stope,Furred Ceilings -Stairs -Chasers -Tubs '
46. H
peders & Beams -Size & Bearing
ingle & Duplex)
66!Furnare \
Vents -clearance -Comb, Air -Connector- 1 /
I rage; Above Floor-Ducts-Mech. Protection
61!! & Bath Fixtures & Tub Access -Spa '1
EI rim & Subpanel, Breaker Sizes & Labels
irs & Rails
711. Fireplac or Stove, Clearance -Hearth
72. EI ytlets at Wood Panel, Int. & Ext.
i Appliance; Ground -Air -Gap -Cooking Clearance
L4. EI . utlets & Receptacles at Kit. Counter
ge re Door; Swing -Landing -Closure
7 A. uct in Garaqe-Damper
7Z/Wtr. H ents-Clearance-Comb. Air Connector-P.R.V.
Above Floor-Mech. Protection.
7 c. Mech. Equip. Listed for Location•
c. 5e6eptacies in Garage (F.F.I.)-Romex Protection
In .on -Foam -Looked in Attic
8!!rd Rail Deck Construction -Post Caps
8 Fdn. Y26ts & Crawl Hole Door Drainage & Wood -Earth
C - --- ooked under FA6or O Yes
No
85111. . Unit Disconnect, Electrical -Plumbing
8Wo'Ventw<
bdve Roof, Plbg-Appliance-Fireplace-Clearance to Openings
47!W ,,;,We isconnect, Electrical, Plumbing
8!.Xeriqrflec. Trim, G.F.I. Receptacle -Underground
V ilatioA•Throughout House
go- Glas roiection
ections from Previous Inspections
9 . Gas Test -Meters Tagged, Gas -Electric
93. W er wer Connected -C/O to Grade -HD Approval
9 E gy Compliance Certificate -Other Certificates
Address Posted
96. Fire Sprinki
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:
r
Date
FRAMIN ontinued)
Aliwoll-ers-Post Caps -Anchors -Connectors
ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng.
9` irepLce Ties or Type A Flue -Fireplace Throat Clearance
c cess; •Size & Romex Protection -Draft Stop -Ins. Baffles
54-�drrpo<-ndows or Exiting Doors -Sill Ht. & Dimensions
5 arage Fire Protection Framing -RC Channel
53. Property Line Firewall & Openings
54. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. airs; Width -Headroom -Rise -Run -Landing -Fire Protection
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
ing Area -Glass Protection -Skylights -Plastic
SW'Shear Walls; Nailing- Its -
1. B ce Interior/E or Well Panels
lr lation-Walls-Ceilings
Infiltration -W indows-
Dat
Card B-1 Date rard B-1
Date 11-1,7
Card -1 Date Card B-1
Date
FINA tans a cept #'s
Ext ps-Door & Sidelight Protection -Landing_ /
-•
R4 n nl to to
66!Furnare \
Vents -clearance -Comb, Air -Connector- 1 /
I rage; Above Floor-Ducts-Mech. Protection
61!! & Bath Fixtures & Tub Access -Spa '1
EI rim & Subpanel, Breaker Sizes & Labels
irs & Rails
711. Fireplac or Stove, Clearance -Hearth
72. EI ytlets at Wood Panel, Int. & Ext.
i Appliance; Ground -Air -Gap -Cooking Clearance
L4. EI . utlets & Receptacles at Kit. Counter
ge re Door; Swing -Landing -Closure
7 A. uct in Garaqe-Damper
7Z/Wtr. H ents-Clearance-Comb. Air Connector-P.R.V.
Above Floor-Mech. Protection.
7 c. Mech. Equip. Listed for Location•
c. 5e6eptacies in Garage (F.F.I.)-Romex Protection
In .on -Foam -Looked in Attic
8!!rd Rail Deck Construction -Post Caps
8 Fdn. Y26ts & Crawl Hole Door Drainage & Wood -Earth
C - --- ooked under FA6or O Yes
No
85111. . Unit Disconnect, Electrical -Plumbing
8Wo'Ventw<
bdve Roof, Plbg-Appliance-Fireplace-Clearance to Openings
47!W ,,;,We isconnect, Electrical, Plumbing
8!.Xeriqrflec. Trim, G.F.I. Receptacle -Underground
V ilatioA•Throughout House
go- Glas roiection
ections from Previous Inspections
9 . Gas Test -Meters Tagged, Gas -Electric
93. W er wer Connected -C/O to Grade -HD Approval
9 E gy Compliance Certificate -Other Certificates
Address Posted
96. Fire Sprinki
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:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
h 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 D q �f�1T O.
(Rev. 12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
040-610-007
ZONINii
BUILDING PERMIT
OWNER
,JQJg;RVUN, TOM & CATHY
TELEPHONE
SO. FT. OCC. BUILDING
VALUATION
2172 R 117 342.
", AR
00
OWNERS MAILING ADDRESS
9497 LOTT RD. D1113154MA., .� q 1:1„
CONTRACTORS NAME
SMS Q3UTLD1': S
TELEPHONE
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuat n $?
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 776.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 504-40
BUILDING AD DRESS
T 7-1 7;S--R�T ,
Energy Plan Checking Fee
$
$
_ -.
PERMIT FEE
S
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
Each Trap 1
R1 7.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.001 9-00
Each gas water heater or vent
15.00 5 00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: UZ•, S I JJCl F? ; A M
Gas piping system 1 - 5 outlets
15.00
15 no
Building sewer
15.00
Mobile Home ISI GI W
@20.00
PERMIT FEE
S
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service zoOAORLESS
23.00
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 i II force and effect. //��j / `
License Class Lic. No. & 0 4 � O S
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
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.
❑ 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' compensation insurance carrier and policy number are:
Carrier
Main Service 200A To iOOOA
46.00
NEW CONST. DWELLING UP.
OR ADDNS. ( 8 ACC. BLD S.
SO
3.50FT. 02. 9
NOµREOBIU • MULTI -OUTLET
97,50
POWER APPARATUS
8 SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES
20 Q 100
SAL @ .50
FlXED APPLNS. OR
Ex. Occup. a
ounETs RESID. E
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
$
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
-20.00
25.00
Hood
6.50 6
Ventilation
.50
PERMIT FEE
Spq AA
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.)
rdj,\I certify that in the performance of the work for which this permit is issued. I shallO
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
'pensation provisions of section 3700 of the Labor Code, I shall
y with those provisions.
� Date 12-5-02-
/AatYureof ant - ❑ Owner Contractor ❑ Agent
An OSHA permit is required for excava Ions over 60" deep and demolition or constructionD�
of structures over 3 stories in height.
Mobile Home Installation Fee
$
Energy Inspection Fee $
1 416;
occ
CONST. TYPE
$
H p, FE I o6D F D UE
This per is her y issue the
of the Butte County Code and/or Resolutions
indicated above for which fees have
^
B ¢
VI
PERMIT EXPIRES ON J
Iale
applicable provisions
to do work
been paid.
ate
ReceiptNo. 3 ::'.12 5 3 h 60 7. 4 O
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR G DE RO - PLICANT
BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH
DIVISION OF ENVIRONMENTAL HEALTH
SEPTIC SYSTEM INSPECTION CERTIFICATE
R O. BOX 5364
CHICO, CALIFORNIA 95927
TEL: (530) 891-2727
The Sewage Disposal System was inspected at
FOR
7 COUNTY CENTER DRIVE
OROVILLE, CALIFORNIA 95965
TEL: (530) 538-7281
SEPTIC TANK
Size c;�6v Gallons
Material
LEACHINJG FIELD
Length a feet
Width �' inches
No. of lines 1-Y
Rock Under Pipe inches
The above dimensions meet the minimum requirements of Butte County Code, Chapter 19.
Additional leaching area will be required if experience shows it to be necessary.
Remarks:
Date: 5/�V
S2 - 778R (Rev. 4/98)
rk
NMENTAL HEALTH SP
�..�... .. ...... COUNTY OF BUTTE ...... ..............
BUILDING DIVISION :g
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street Chico, CA • (530) 891-2751
y,
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE,
6WNER / I 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 yq(i have any questions pertaining to this matter, or need additional explanation,
please contacVhis office immediately.
/fie %/h��% /w/ / /_2 / S�I�%/.� %>` �/�✓��/
Date L/ a Inspectoi
REV 10/92
. '^'1 vy. „�-^ r • _...� ti+.•.- , -r.. .7�,� �.�. ,..ti.----, - . -� - -+w.. ...-ter- .-.
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
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.
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
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.
ncv W/we
,5
ncv W/we
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
� Ai( s 1 02-. 33 4o
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.
OT'/tvQ e�b MIV,. CU4 r -A Sq CC - II
- bo(Iu Ya -1
nr_v IV/274
.ri
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
I Al.� 2-33(1
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 explana 'on,
please contact. this office immediately.
r rV1
Date
REV 10/92
Inspector
Y
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
R
33� /
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,
Pase contact this office immediately.
7;
Date Inspector d _
REV 10/92
i
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
01- 134 1-4r
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.
ollOJtc d" JL 9��sr;'S fr 1or�i?�r
ii
1:
Date Inspector
REV 10/92 /
*1 .
TO:
FROM:
DATE:
REI
OWNER NAME:
Q2 ^ 33 6/
INTER -DEPARTMENTAL MEMORANDUM
HEALTH, CHICO
ENV. HEALTH HOLD ON BUILDING FINAL FOR:
AP#: zX0 0/9 ,& % .ADDRESS/LOCATION:
Comments:
r
GUmemos/releasehold
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
OWNER
-7Z'-3/0)
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 of ' e immediately.
III7rk -)e-6/9►i�U fira-C `m�',�w
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
WNER 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
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
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. 1 ou have any questions pertaining to this matter, or need additional explanation,
+: please cact this office immediately.
n
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to Ke -•L.
Date 21� • Inspector
, J
REV /92
� 1
��✓(elf II�Pr �'("'lC� �;r ;: -r 0- V U�c
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
OWNER PERMIT NO.
A routine insp coon indicates that the following violations of butte county Ordinances exist at the
above addr s and should be corrected. Please notice this office when correction of work is
complete If you have any questions pertaining to this matter, or need additional explanation,
please ntact INs office immediately.
'
'i�L�
Det. %�' Inspector L
REV 10/92
lCertainTeed M
� Builders Statement InsulSafe 4
Fiber Glass Blowing Insulation
70)
Homeowner Name / Jobsite Name i
ou
Home Address
Installer/Contractor (sign)
Builder (sign)
Inspected By (sign if required)
3-q
Company Name Date
Company Name Date
t Date
R -VALUE
iBAGS PER
1000 SQ. FT.
MAXIMUM
SQ. FT. PER BAG
MINIMUM WEIGHT-
POUNDS PER SQ. FT.
MINIMUM
THICKNESS
To obtain a
Thermal Resistance
(R) of:
Bags per
1000 sq. ft.
of net area:
Contents of bag
should not cover
more than: (sq. ft.)
Weight per sq. ft. of
installed insulation should
not be less than: Obs.)
Should not be
less than:
[n.)
60
36.5
.27
0.986
22
49
29.6
34
0.800
181/2
44
26.4
38
0.712
163/4
38
22.8
44
0.615
141/4
30
18.0
56
0.485
12
26
15.5
65
0.418
10%
22
13.1
76
0.353
9
19
11.1
90
0.301
73/4
13
7.7
129
0.209
51/2
11
6.6
151
0.179
43/4
THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION
• In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each
R -Value listed.
• The maximum net coverage must not exceed that specified for each R -Value.
• The installed insulation must be at or above the specified minimum thickness for each R -Value.
• Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in
reduced R -Value.
• This product should not be mixed with other blown insulations or the thermal claims will become invalid.
• DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF
SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH
THERMALLY PROTECTED BALLASTS.
30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02
R -VALUE
THICKNESS
AREA (SQ. FT.)
INSULSAF (✓)
BAGS USED
BATTS/ROLLS (✓)
CEILINGS
'3g
WALLS
/3
3 g
FLOORS
THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION
• In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each
R -Value listed.
• The maximum net coverage must not exceed that specified for each R -Value.
• The installed insulation must be at or above the specified minimum thickness for each R -Value.
• Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in
reduced R -Value.
• This product should not be mixed with other blown insulations or the thermal claims will become invalid.
• DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF
SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH
THERMALLY PROTECTED BALLASTS.
30-24-233 Builders Statement A Saint-Gobain Company 02002 CertainTeed Corporation 11/02
■
Manufacturer Insulation Fact Sheet CertainTeedlt-
This
is CertainTeed Corporation I nsu Safe 4
Fiber Glass Blowing Insulation
CertainTeed Corporation
P.O. Box 860
Valley Forge, PA 19482
THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW
The following thermal performances are achieved at weights and coverages specified when insulation is installed with
pneumatic equipment in a horizontal open blow application:
R -VALUE
BAGS PER
1000 SQ. FT.
MAXIMUM
SQ. FT. PER BAG
MINIMUM WEIGHT-
POUNDS PER SQ. FT.
MINIMUM
THICKNESS
To obtain a
Thermal Resistance
(R) of:
Bags per
1000 sq. ft.
of net area:
Contents of bag
should not cover
more than: (sq. ft.)
Weight per sq. ft. of
installed insulation should
not be less than: (Ibs.)
Should not be
less than:
(in.)
60
36.5
27
0.986
22
49
29.6
34
0.800
1872
44
26.4
38
0.712
163/4
38
22.8
44
0.615
143/4
30
18.0
56
0.485
12
26
15.5
65
0.418
102
22
13.1
76
0.353
9
19
11.1
90
0.301
73/4
13
7.7
129
0.209
5'2
11
6.6
151
0.179
4 3/4
R -values are determined in accordance with ASTM C.687 and C 518. Complies with ASTM C 764 as Type 1 insulation.
THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION
When installed with pneumatic equip ent in.sidewalls, the following thermal performances are achieved at the
thicknesses, weights and coverages specified.
R -VALUE
BAGS PER
1000 SQ. FT.
MAXIMUM
SQ. FT. PER BAG
MINIMUM WEIGHT-
POUNDS PER SQ. FT.
MINIMUM
THICKNESS
To obtain a
Thermal Resistance
(R) of:
Bags per
1000 sq. ft.
of net area:
Contents of bag
should not cover
more than: (sq. ft.)
Weight per sq. ft. of
installed insulation should
not be less than: (lbs.)
Should not be
less than:
(in.)
29
35.8
28
0.967
71/4
22
27.2
37
0.733
57/2
16
19.8
51
0.533
4
15
17.9
56
0.484
3%
14
17.3
58
0.467
372
READ THIS BEFORE YOU BUY
What you should know about R -Values. 1
The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R -
Value, the greater the insulating power. Compare insulation R -Values before you buy.
There are other factors to consider. The amount of insulation you need depends mainly on the
climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type
and size of your house, the amount of insulation already in your house, and your fuel use
patterns and family size. If you buy too much insulation, it will cost you more than what you'll
save on fuel.
To get the marked R -Value, it is essential that this insulation be installed properly.
L
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FEDERAL EMERGENCY MANAGEMENT' AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Me instructions on pa as 1- T.
A -
Apt„ Uri. Su[ge. wAbr Bldg No.) OR P.O: ROUTE AND BOX NO.
O.M.B. No. 3067-0077
Expires Jtdy 31.2002
HORIZONTAL DATUM: SOURCE: L_ -I GPS (Type):
L--! NAD 1927 j_•.f NAD 1883 L_l USGS Quad Map L-1 Other:
SECTION B - FLOOD INSURANCE RATE MAP "M INFRORYfA-UUM
Bi. NFIP COMMUNRY NAME d COMMUNITY NUMBER W- COUNTY NAME itB3. STATE r,6.
'In
PWfZ
jo',"77i
-,.
r
FIR,
M17
.-
..
•�i .r
u •ag
-
610. Indicate the somm or Vte Base moos twriauon tcw=) wI ,.-t.... o.,•o........ —
i-1 FIS Proffie L_1 FIRM L -_j Catnntxf / Detennlned N Other (Deaafbe): 4� c�M
811. indicate the elevation datum used for the BFE In B9: �j.NGVD 1929 • L_ j NAVD 1988 t_1 Other (Desa101k7e):
812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes �No
Desigrodon DaW__ la -
C1. Buitdtng elevedons e based on: t-1�!�" Drawings• "&Adhrg C' F CoraRu n-
er
. •A new Elavaton Ceriitfcate will be required when constuctim of the building Is corrtptete.
C2 Building Diagram Number �_ (sated the bn�kling diagram most sbn8ar m the buddkng for which this certTfcate Is beim corrlplel : - sec
pages 6 and 7. If no diagram aocrxatsly represents the budding. provide a sketch or photograph.)
C3. Elevations –Zones A1430. AE. AH. A OM BFE), VE, V1430. V (wilh BFE), AR, AWA ARfM AWA1401, ARIAK ARM
Complete Items C3a4 below according to the bdWI ng diagram specified In Rom C2. Slate the datum used. I the datum Is difrent from
the datum used for the BFE in Section % convert the datum to that used for the BFE. Show field m datum conversion
datuconversion
��on. Use" space provided or the Comments area of Section D or Section G, as appropriate, to doamert the datum conversion.
Datum ►JL up 2.9ConveralorVComrnants
Elevation reference mark used_ 'Rrn S S Does the elevation rafenance mark used appear on the;FIRM? L_-1 Yes Xj No
0 a) Top of bottom floor (including basemerd or endosta+a) 11a R(m) $ R0i ESS10
O b) Top of need h OW11o"
D c) Botbrn of lowest horizontal structural member (V zones only) U 1A ) Fy Z
0 d) Attached 90age imp d slab)t I= Q fL(m) �< c
0 e) UM39 elevation of machinery and/or egAxrwdservicing the building I !n . ,� ti:(m) No, 72
0 f) Lowest adjacent grade (LAG) I a % 3 fi(m) t� /. /�
0 g) dja
aeert grade OiAG) 1 10 [� . � fL(m) �, l `�
0 h) Nm of permanent openings (flood vents) wt@tin 1 ft. above trade —�— �qlF CIVIL
Cl .i) Total area of a8 permanent openings (hood vents) to C3h _ $ l� �_..__ s i• � (s4 cm) OF 1E
SECTION D - SURVEYOR. . UK war n ry I %A=r n-n.nl nm
This certification is to be signed and sealed by a land surveyor, engineer: or architect auf wired by law to cw* elevation WdD me0on.
I cerW that the Irrfbrmaf on in Sections A, A and C on M osrtt8cate represends my best sflbrb b kastpret the daft avallable-
I renderstendVW any false stdiar Wd rrmy be pw*habicby figs or k p horrnerrt mmler 18 U.& Code, Seddon 1WI.
C>3iTiFtEiiS W1ME �-,oM-i _ '1 PPRP Y NUMBER -KLa -A.---Qn ` 7
1k )�\ -
COPY ball) Was of this Bevedon Cenf scats far (1) camnaaaumitq dfidal, (Z) insuranc[a9en9company. and (3) "ding
V
PN.ewb f.em if 7fffif�7f11AntS -
SEC'RON E - BU<LDING ELEVATION 06MRIEATION (SURVEY NOT ) FOR ZONE AD and ZONE A (WITFI W Imo)
For Zone AO and Zom A OWAXRA SM. complete Itsm E1 through E3. If iiia Bevstb" C0028te Is kdwxfed far use as aupport M
f ftmeffon for a LOW or LOA F , Sedbn C must be corgeted.
Nu
E1. Building Diagram mbamr _ (Select the building diagram mod atiNlar to the b AOV for which ibis MWIM be is being oa Mlet isd -
. see pages 6 and 7. If no diagram aaxuaal elY reprep the building.1 a sketch or photograph.)
E2 The top of the bottom floor (kK*x ng basement or fie) of the building Is 1-1—I URI) I_1_-I�(«m) above or L� be�v
(dv3ck one) the highest a3djeoenrt Wade.
E3. For Zone AO and - .if no ttood depth number Is available. is the top of the bottom door elevated in accordarm with the oonm BW -s
Raadpkdn n not omdinanc:e? L I Yes L. j No -U Unln wn. The local official must 2!n We Irfonratiorr in Section G.
tEMM F - PROIPEERTY OWNER (OR OWNEWS REF SWATNM CarrWEAT0
The property owner or owners autlmrund representative who coInostas Sections A. B. and E for Zane A (Wnd a FEMArlssued or
oommurn%gssued BFE) or Zone AO must sign here.
PROPERTY OWNERS OR OWNERS AUTHOROM WftESENTATIWS NAME
ADDRESS CITY STATE DP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
The Wal olBdai who is authorized by law or ordimmm b administer the comrMal S iloodplaln maneAenmerd ordinance can cOnVWft
Sections A B, C (or E). and G of this Bevation CWdit8te. Canpieie the applicable MITI(s) and skP bekrw. -
G1. L_j The kftmwd m In Section C was takarn ham other documentation that has been signed and by a Ikaurrsed surveyor
engineer. or arc hitt t who is auUmrtzed by state or local law to cartify elevation Information. (lndlcaate the source and data of the
eievadon data In the Comments encs axes below.)
G2 L_) A =muff* oflkcai =Mleted Section E for a buffdl ng loud In Zone A WOW a FEMA -issued or coamuruity<"issued SM or
Zorn AO.
G3. L -j The fouawing b+dormatiom (Items G4 -W) is provided for community floodplain management purPos
G& Elevation of a—" -Wit kmwesi floor (ging basernerrt) of the bug� is: — th(m) Datum:
G9 BFE or (in Zone AO) depth of Opoft at the building skim _ tL(m) Datum:
LOCAL OFPCWL'S NAME TITS
COMMUNITY NAME TELEPHONE
SIGNATURE DATE.
COMMENTS
Check hers if attechunerlts
FFUA R vm R1 %i Al Ira SISI RR31 Ar`.FC Al 1 PRFVrfN 041 Fr11T1fUNLC
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: AASSESSOR PARCEL NUMBER 6-7
Proposed Building Use: Counter Technician: Date: % 'S7' lei d
Items required in order to apply for a permit. All boxes MUST be checked OR mita.-ked NA in order to apply.
,10 1.. Plot plans, 3 or 4 sets, signed ty the preparer of the plans.
2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
,111 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
15 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 wi i 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
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 ....................................... 2�
Statement of Intent for Non -heated and A/C Buildings ............................................
. Sanitation and plot plan approval from the Environmental Health Department in
❑ 17. City of Chico Plumbing permit........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ......................
❑ 19. Planning approval for (A) Use: Pr, (B)Parking: (C) Parcel Check:
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
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) .....................
ID 26. Letter of Signature authorization....................................................................
7. Recorded copy of Agricultural Acknowledgment Statement ....................................
02 3
❑ 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 L477q(Io (n and hold for pickup.
1 I have been informed of the above items and requirements for obtaining a building permit.
Applicant: /� Date: Z- Z
c�
1. Index permit application for the above items numbered: Plan Ch L tter
2. Additional items required
Contractor, designer, owner, was advised cfthe above data by ❑ p o e, ❑ mail, ❑ counter, by Date: _
Contractor, designer, owner, was advised of the above data b ❑ phone, ❑ mail, ❑ cote Date:
Plans reviewed by: Date: 0 Q Plans approved by: Date: '
Structural reviewed by: Date: Z/ Structural approved by: Date: 443010-4
Note transfer by: Date: - f
ellow: Building Division
E.H
a rf 'Piot Plan Attached
On 'i ,r , Roar Plan Attached�—
S `� V
.'' Sent to S.D.
TO: Building Department
FRJIM: Environmental Health
SU ECT: Sanitation Clearance
67
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for dwelling. Other
arance O.K. for:
NOTE:
Environmental Health Specialist
8/96
9
Date
i
• COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
1 It I � SCHEDULE OF FEES DUE
OWNER
PROPOSED BUILDING USE
1. BUILDING PERMIT FEES
Balance Due ....................... $ 3 �
Ak
Additional Fees Due ................. $
Additional Fees Due ................. $
Revised Plan Checking Fee ..... :bl
...$
4
2. SCHOOL DISTRICT FEESACEZ�
(paid at District Office) (Available after Plan Check)
3. SHERIFF FEES (paid at Building Division)
Residential... x $360.00
................... Units
Commercial (sq. ft.) ............... x $0.03 = $
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... -x-=$
# Units Amt.
Commercial (sq. ft.) ............ -x-=$
Sq. ft. Amt.
�95. RECREATIONAL DISTRICT FEES 1-6 ('-
(paid at District Office) (Available after Plan Check)
A.P. #
DATE
RECEIPT # DATE REC.
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
'/Ji$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
S- 2-63 T 3.`
,<-- �� - uzfp-
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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner
(Rev. 6/00)
.: �rA% �`r.:•�'i�.,r+7'.^"i{.+e-[rs'%w,"Y7"f'fdl^ilsw�-yi'tia�.T�Y'.s �'�``W�.+'c�T�T+i�({'"77fi+�1'.'K�..,7.�''rt"�a"svti rl�l�'".'r,:.Xk "K+a+•'�,�,._� K'�.".''1"' �r!,jF. .. ".t --,r •r.. '-+i��-,F� ! .,,
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BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM
DURHAM RECREATION;,AND PARK DISTRICT
Assessor Parcel Number (s): 6�0 ' 61b - d 0 -7
Property Owner (s): i-i—"(�
Project Location/Address:
Subdivison Name:c% I!RAI� e!�� Assessable Square Footage: (9 13 pu"
• dee"
Type of Residential Developm'e`�.`.;nt (checkson ):. ,•
155uec bt
Mc
New Development Alteration/Additi Mobile Home (s) Non -Residential to Residential
Comments:. _�..
• _ I7(�103
Building Division Repres&ative Date
Durham Recreation and Park District (DRPD) certifies that
a
Jb rn y - (09 ► (,to
Applicant Name Applicant Phone Number
Lith
Street Address
T)
CityState Zip Code
has complied w th the requirements of,the Butte County Board of Supervisgrs Resolution No.
o
93 - 114 by payment for C;?13 square feet at $ 1.04 per square foot for a total payment
of $ 2) G
L4'FP D Representative
PAID BY CHECK No.:
BANK No.: q0-qZ5Z
PAID BY CASH:
RECEIPT No.: 1-7 015
Remarks:
as lex-�)
Date
DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION
it
1
r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building) •!
School District (( Building Department No.
A.P. Number•./a �Jurisdiction: City County
Property Owner
Property Location/Ac
Subdivision Lot No.
1:.....:............................................................................................................
rt i
Residential Development Edd2ion/ No of (Living Mobile Home :. *'�'$upplemental to
Units Installation Conversion Permd #
y4 h 7y i4 ..... •••••. (No foundation inspection)
Commercial/Industrial
New Addition
q,AikA, A
Building bepartment Representative
Sq. Footage % I % 3
(Group R)
f
Sq. Footage
Date
(Including Exterior
Roofed Areas)
moor runs reviewed oy acnooi uisinct rersonneu
District Identification No. i 0;2
--)I 1 620 -A -M U N School District certifies that Tn Al -I 014 T 1-1 i (4 t1i CA 1 n S 0,1
(Applicant)
R 4
(Street Address) (Phone Number)
-DU R440rm r 11 1;9 3 �
(City) (State) (Zip Code)
has complied with the requirements of Resolution No.
representing .41f'75 squarefeet.
/rte
School District'RepresentatiJe
Paid by Check # 60a Remarks:
by payment of $ �7 �✓ (J • a�
AB 2926 $
�- FULL MITIGATION $
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 660201a), 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 Representative 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
Co
co
uj
Gets 2���3
PROJECT PROCESSING RECORD
Applicant: ��t�1 IG��S Owner: �v
A.P. #:b '�(1 "-OCA % Permit
Work Description:
Date
Description of Step or Status
two h o -t C�rre,
22
MfVA M. iAMRRO bVRS1 nVb--VA
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71
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1
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B U
I L
D'E
R S
Tuesday, April 22, 2003
To: Martha Christy
From: Rick Shanks, RMS Builders
Re: Building Permit Number 02-2362
Dear Martha,
Thank you for returning my phone call today. It is unfortunate about the confusion
regarding the FEMA requirements.
I have a phone call into the office of Feeney Engineering. We will take the appropriate
action to meet with the requirements of FEMA.
I have contacted the Health Department regarding the clearance you have not received.
The clearance was posted on April 4`" according to the Chico office. Gail will hopefully
fax you another copy for your records.
Sincerely,
Rick Shanks
RMS Builders
File: Hutchinson/martha
530.899.9312 FAX 898.9330 P.O. BOX 7846 CHICO, CA 95927 C.C.L. 4684505
d
t� e8S=60 co ZZ add
April 11, 2003
Tom and Cathy Hutchinson
9497 Lott Rd.
Durham, CA 95938
Department ,of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 040-610-007
Building Permit Number: 02-2361
Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan
examiner's comments are listed below: Please respond in writing to each item by completing and
returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will
expedite the re -check and approval of this project.
NON-STRUCTURAL COMMENTS:
Per the flood elevation certificate submitted, you are required to meet the elevation and venting
requirements. Plans must indicate the required flood venting including locations and size of all vents. -
The flood certificate itself must be revised for items which size the required venting- these would be
2.)items `h" and "I' —permanent opening.
With o the newly submitted energy calculations, the mandatory measures section is not signed
by t e design e and the raised floor and required insulation is not modeled. -
S URAL COMMENTS: 3 )e F►?AM �►JG
oyide�osts to support the 9.22 kip and 9.46 kip T2 girder truss reactions _
Provide 3x minimum framing at the 2.33' shear wall along wall line 1. The wall shear is 41� p re
pale 7 of the structural calculations. /P easI a check anchorUlma-cirrarrd nroTvide 3�c-rn Please
m-siH—
Please provide wet stamped letters from each engineer (Christian Chappell and Garold Heal)
authorizing the use of the truss details with their expired seals. Please have them address the letters to
the County or provide new truss details with a current engineer's stamp.
The calculations specify HD2A holdowns with SSTB20 anchors. The plans show PHD2 with
STB 16 anchors. Please clarify.
Please key foundation details correctly.
If you wish to discuss any 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 Martha. 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 staff will answer any questions concerning the Data Sheet.
Lf7t�
/M;gsj
F-0 Ft—
Gaert
ArwT
4-/-30/03
Marth"Christy
Philo Hunt, P.E.
Plans Examiner Plan Check Engineer
cc: Greg Peitz, Architect -Y)c> 14-,® -S
IN 5 6u I)E s 1 of 1
January 21, 2003
Tom and Cathy Hutchinson
9497 Lott Rd.
Durham, CA 95938
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 040-610-007
Building Permit Number: 02-2361
Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan
examiner's comments are listed below. Please respond in writing to each item by completing and
returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will
expedite the re -check and approval of this project.
NON-STRUCTURAL COMMENTS:
1. Provide energy calculations specific to this house and to the correct orientation as it appears on the
plot plan. Mastered energy calculations are accepted only for mastered plans.
2. Provide a flood elevation certificate per your parcel map and FEMA requirements.
3. Provide a soils test with an expansive rating index per your parcel map conditions. Your architect of
record is to provide a foundation design if rating is 20 or above.
Parcel map has a 50 foot setback from the East property line and 3 foot PUE on the West property
line. Detail these on your plot plan.
STRUCTURAL COMMENTS:
The truss package does not match the roof plan. Please coordinate.
2. Provide two sets of truss calculations with a current engineer's stamp. The truss calculations
,,provided are sealed with an expired engineer's stamp.
rovide adequate support for the 9.22 kip and 9.46 kip T2 girder truss reactions.
i4! Provide documentation from the architect stating that he has reviewed the truss package and that it
conforms to his design.
Please revise the plans and/or calculations to match. The shear wall nail spacing, holdowns and
collector straps specified in the structural calculations do not match the plans.
Provide sizes and depths of perimeter and interior piers as specified in the structural calculations.
If you wish to discuss any 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 Martha. Philo will
answer your structural questions.
1 of 2
Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you
applied for your permit.) The counter staff will answer any questions concerning the Data Sheet.
"Christy "lo Hunt, P.E.
Plans Examiner Plan Check Engineer
cc: Greg Peitz, Architect
2 of 2
`1
RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMILY, D UPLEX AND
MISCELLANEO US ONLY
Owner: �! Building Permit Number: C--2
Plans Examiner: Martha Christy A. P. Number: ltt�/ 'oo 7
NERAL:
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.
PLOT PLAN:
1. Complete parcel size and dimensions.
2. Setbacks, side yard, easements, etc.
3. Other buildings or structures.
4. Grading, fills and/or drainage.
�.Flood hazard. 7
Special conditions on Parcel Map:
Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender Traffic and Drainage fees ❑
7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement.
8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.)
FLOOR PLAN:
1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net
clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20".
When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than
44" above the floor (Uniform Building Code section 310.4).
4. Skylights (Uniform Building Code section 2409 & 2603.7).
5. Glazing in Hazardous locations (Uniform Building Code section 2406).
6. Habitable space shall have a ceiling 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 projection from the ceiling (Uniform Building Code section 310.6.1).
7. 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).
8. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210).
9. Water heaters which 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 a bath
or bedroom (Uniform Plumbing Code section 509.0).
10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in
a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5).
11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building
Code section 302.4 exception #3).
12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes
(Uniform Building Code section 312.4).
13. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2).
14. Smoke detectors (Uniform Building Code section 310.9.1).
Page 1 of 2
15. Water closet clearances (Uniform Plumbing Code 408.5).
16. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).
17. Bearing was shall be supported on masonry or concrete foundations that shall be of sufficient size to support
all loads (Uniform Building Code section 1806.3).
STRUCTURAL DETAILS:
1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels
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.) Braced wall
lines must be continuous throughout the structure.
2. A California licensed architect or 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 designer's "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.
4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C).
5. Floor construction details complete enough to construct building.
6. Elevations and wall construction details complete enough to construct building.
7. Roof construction details complete enough to construct building.
8. Fireplace construction details and calculations if necessary. q S
9. Garage door header d
10. Porch header sizes .- j�
11. Typical header size(s).
12. Stud heights.
13. High expansive soil - special foundation design required.
14. Retaining walls requiring design.
15. Gypsum wallboard nailing inspection required.
16. 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 enclosed 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
design requirements must be shown on the building plans.
17. 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.
MISCELLANEOUS ITEMS:
�1! Stairway 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.
36" halls and stairways (Uniform Building Code section 1004.3.3.2).
Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
. Attic access and ventilation (Uniform Building Code section 1505).
11. Sound requirements. n
12 Energy design compliance and supporting documentation.
13. CDF responsible area requirements. .
BUILDING PERMIT REQUIREMENTS: g ` =��1
1. ❑ SRA.
2. ❑ Flood elevation certificate.
3. ❑ Fire Sprinklers required.
4. ❑ Special Inspection requirements.
5. ❑ Use Permit conditions.
6. ❑ Sub -Standard Housing letter.
Page 2 of 2
0 46
GREGORY -1. A. PEITZ
ARCHITECT
.v , ..
383 RIO LINDO AVENUE; I CHICO-CA 95926 (916)894-5719
0
"l
BUT2TE CCU N1"Y
BUILDING DEPARTMENT
A P P
AR
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NA..0
21203
FtEN.
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BUT2TE CCU N1"Y
BUILDING DEPARTMENT
A P P
2173
�ah
LOAD SUMMARY
Wind Analis
Normal force method, exposure B, 75 mph wind speed
P=Ce CgQsI
WALLS
P=.62 * 1.3 * 14.5 * 1.0=.0117 ksf @ 15 ft. '
P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft.
P =.72 * 1.3 * 14.5 * 1.0 =.0136 ksf @ 25 ft.
P =.76 * 1.3 * 14.5 * 1.0 =.O 141 ksf @ 30 ft.
ROOFS 2:12.TO LESS THAN 9:12
'P =.62 1.0 *"14:5 * 1.0 =.009 ksf. @ 15 ft.
P =.67 * 1.0'* 14.5 * 1.0 =.010 ksf. @ 20 ft.
P=.72*1.0*14.5*1.0=.011 ksf @25 ft.
P=.76*1.0*14.5*1.0=.011 ksf @30 ft.
ROOFS 9:•12 TO 12:12
P=.62 * 1.1 * 14.5 * 1.0=.010. ksf @ 15 ft.
P=.67*1.1*14.5*1.0=.011 kst@20 ft.
P=172* 1.1 * 14.5*-I.O=.012 ksf @ 25 ft. ,
P =.76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft.
Seismic Analysis -
Static Method
V = 2.5 Ca (w) = 2.5 *.36 = .1636 (w) @ plywd. shear walls
R 5.5
V = 2.5 Ca (w) _ .2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls
R ' °'4.5
Gravity Loads
ROOF LOADS,T,10 psf dead load ,+ 16 psf live load = 26 psf total load
FLOOR LOADS: l0.psfdead load + 40 psf. live load .= 50 psf total load
WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls;
10 psf @ exterior walls with 1 -coat stucco or siding
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Column[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03
9.0
FT
BV: Gregory Peitz, Gregory A. Peitz Arctiitect on: 04-16-2003 : 11:03:57 AM
9.0
FT
Proiect: HUTCHING - Location: GIRDER TRUSS SUPPORT
9.0
FT
Ke=
Summary:
dx=
3.50
( 3 ) 1.5 IN x 3.5 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use
dy=
4.50
IN
Section Adequate By: 10.8%
15.75
IN2
Sx=
Laminations to be nailed together per National Design Specifications for Wood Construction
Section
15.3.3.1
Vertical Reactions:
IN3
Lex/dx=
30.86
Live:
Vert-LL-Rxn=
3800
LB
Dead:
Vert-DL-Rxn=
2414
LB
Total:
Vert-TL-Rxn=
6214
LB
Axial Loads:
Fby=
875
PSI
Live Loads:
PL=
3800
LB
Dead Loads:
PD=
2375
LB
Column Self Weight:
CSW=
39
LB
Total Loads:
PT=
6214
LB
Eccentricity (X -X Axis):
ex=
0.00
IN
Eccentricitv (Y -Y Axis):
ev=
0.00
IN
Axial Duration Factor:
Cd -Axial=
1.25
Column Data:
Length:
Maximum Unbraced Length (X -X Abs):
Maximum Unbraced Length (Y -Y Axis):
Column End Condition:
Calculated Properties:
Column Section (X -X Axis):
Column Section (Y -Y Axis):
Area:
Section Modulus (X -X Alas):
Section Modulus (Y -Y Axis):
Slenderness Ratio:
Properties For: #2- Douglas Fir -Larch
Compressive Stress:
Modulus of Elasticity:
Bending Stress (X -X Abs):
Bending Stress (Y -Y Axis):
Adjusted Properties:
Fc':
Adiustment Factors: Cd=1.25 Cf --1.15 Cp=0.24
Column Calculations (Controlling Casd Onlv):
Controlling Load Case: Axial Total Load Only (L + D)
Compressive Stress:
Allowable Compressive Stress:
L=
9.0
FT
Lx=
9.0
FT
Ly=
9.0
FT
Ke=
1.0
dx=
3.50
IN
dy=
4.50
IN
A=
15.75
IN2
Sx=
9.19
IN3
Sv=
11.81
IN3
Lex/dx=
30.86
Ley/dy=
24.0
Fc--
1300
PSI
E=
1600000
PSI
Fbx=
875
PSI
Fby=
875
PSI
Fc'=
442
PSI
fc=
395
PSI
Fc'=
442
PSI
GREGORY A. PEITZ
ARCHITECT
1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719
PROJECT: ll\j Sc��/ Zf
I have reviewed the truss submittal for the above project and all loading
design criteria have been met.
AregoryA. Peitz
Architect
GREGORY ,' -.A, PEITZ
ARCHITECT
393 RIO LINDO AVENUE', CA 95926 (916) 894-5719
Structural Calculations Fo r:
��co�—D ARS,
BUTTE COUNTY
9 BUILDING"DEPARTMENT
OF
APPROVED
1 - EF EF
•��� 2-73
�Ja�, i
LOAD SUMMARY
Wind nalysis"
Normal force method, exposure B, 75 mph wind speed
P=Ce CgQsI
WALLS
P=.62 * 1.3 * 14.5 * 1.0=.0117 ksf @ 15 ft. '
P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft.
P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft.
P :`.76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft.
ROOFS 2:12.TO LESS THAN 9:12
'P =.62** 1.0 *14J * 1.0 =.009 ksf. @ 15 ft.
P = .67'* 1.0 * 14.5 * 1.0 =.O 1 0 ksf. @ 20 ft.
P=.72*1.0*14.5*1.0=.011 ksf. @25 ft.
P =.76 * 1.0 * 14.5 * 1.0 = .O l 1 ksf @ 30 ft.
'
ROOFS 9x12 TO 12:12
P=.62* I.l * 14.5* 1.0=.010. ksf @ 15 ft.
P =.67 * 1.1 * 14.5 * 1.0 =.O1 I kst @ 20 ft.
P=172* 1.1* 14.5*1.0=.012 ksf@ 25 ft. ,
P =.76 * 1.1 * 14.5 * 1.0 = .012 kst @ 30 ft.
Seismic Analysis
Static Method
V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls
R 5.5
V =, 2.5 Ca (w) _ .2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls
R •• 4.5
Gravity Loads
ROOF LOADStT,10 psf. dead load ,+ 16 psf live load = 26 psf total load
FLOOR LOADS: 10_psf dead load + 40 psf. live load .= 50 psf total load
WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls;
10 psf, @ exterior walls with 1 -coat stucco or siding
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APPLIED TESTING CONSULTANTS
MATERIALS ENGINEERING TESTING AND INSPECTION
Expansion Index Test
Client: Tom& Cathy Hutchison
Project: Hutchison Residence
Contact: Tom & Cathy Hutchison
Soil description: Light Brown Clay
Sample location: Middle of Pad
Sample taken by: ATC
Depth of sample: -1811
Moisture determination
397.1
Gross wet wt:
332.5
Gross dry wt:
298.2
Pan wt:
84.5
Net dry wt:
213.7
Moisture toss:
34.3
Moisture content:
16.1
Density determination
11
Wt of soil & ring:
544.2
Tare of ring:
200.1
Net compacted soil wt:
344.1
Dry Density, pcf:
89.9
Saturation determination
Volume of solids:
0.533
Volume of water:
0.231
Volume of air:
0.236
Degree of saturation:
49.5%
Gross final wet wt:
397.1
Gross final dry wt:
385.5
Final moisture loss:
11.6
Final net dry wt:
301
Final moisture content:
3.9%
This test was performed per ASTM
Reviewed by:
Start
4
01/09/02 E
7
f
c
1C
11
1i
11
14
1°
1E
17
1E
1£
2C
Finale
Date: 8 -Jan -02
Tech: B. Carter
Expansion Index: 55
3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243
1
1 1111
• �1
11�•
1 1•
SEEM
OEM" -me
11
1 1
11
11
• 11
1 1
1 1
Expansion Index: 55
3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243
A, i I,1
PLAN ]REVIEW RESPONSE FORM
In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If
this form. is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid
response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your
response to each item and the location where the information can be found on the plans/calcs.
ArrAru Turc cnou m A rnov na vne eo 01 AN RFVTFW 1 FTTER AND RETURN WITH REVISED AND ORIGINAL PLANS_
OWNERS NAME
DATE:
ct, j
LOCATION ON PLANS/CALCS: I
ASSESSORS PARCEL NUMBER
(PERMIT NUMBER
bqo • &(o - 607
o
RESPONSE FOR PLAN CHECK LETTER DATED:
/ /-t_ t /o 3
PLAN CHECK ITEM #
RESPONSE BY:
ILOCATION ON PLANS/CALCS: 1
LOCATION ON PLANS/CALCS: I
3
COMMENTS:
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PLAN CHECK ITEM # E./
RESPONSE BY:
ILOCATION ON PLANS/CALCS: 1
COMMENTS:,
�5
COMMENTS:
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4-1,a 6 ec aha•. r e: d v 4/
PLAN CHECK ITEM #
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IRESPONSE BY: n
LOCATION ON PLANS/CALCS:
COMMENTS: r 4'v a •+, : r�e.s .�
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COMMENTS:
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LOCA!n,N! nn..! o.N1SIC LCC:
COMMENTS:
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(PLAN CHECK ITEM # ]RESPONSE BY: (LOCA T iON ON PLANS/CALCS:
9•T (o(, C,
1
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(RESPONSE FOR PLAN CHECK LEI
PLAN CHECK ITEM N
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■
PLAN CHECK ITEM N
S7a v c • S
COMMENTS: R
rc
DATED:
RESPONSE BY:
RESPONSE BY:
nn
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I
LOCATION ON PLANS<CA S
1 ION ON PLANSlCALCS:
--.— vl� rL/11Y J/tiALGS:
LOCATION ON PLANS/CALCS:
TION ON PLANSICALCS:
LOCATION ON PLANS/CALCS:
GREGORY A. PEITZ
ARCHITECT
1907 MANGROVE, SUITE -E-, CHICO CA 95926 (916) 894-5719
PROJECT: Hcy ; s
S
I have reviewed the truss submittal for the above project and all loading
design criteria have been met.
GregoryA. Peitz
Architect . .
Z
I1
2
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A
H
T
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15 [,�
( q �2 3 3 �� ; y l�-�� 37c �LPt M ► awl
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22-141 50 SHEETS
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Column( 97 Uniform Building Code (91 NDS) 1 Ver: 5.03
By: Gregory Peitz, Gregory A. Peitz Architect on: 04-16-2003: 11:03:57 AM
Proiect: HUTCHING - Location: GIRDER TRUSS SUPPORT
Summary:
( 3 ) 1.5 IN x 3.5 IN x 9.0 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 10.8%
" Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1
Vertical Reactions:
Live:
Vert-LL-Rxn=
3606
LB
Dead:
Vert-DL-Rxn=
2414
LB
Total:
Vert-TL-Rxn=
6214
LB
Axial Loads: .
Live Loads:
PL=
3800
LB
Dead Loads:
PD=
2375
LB
Column Self Weight:
CSW=
39
LB
Total Loads:
PT=
6214
LB
Eccentricity (X -X Axis):
ex=
0.00
IN
Eccentricity (Y -Y Axis):
ey=
0.00
IN
Axial Duration Factor:
Cd -Axial=
1.25
Column Data:
Length:
L=
9.0
FT
Maximum Unbraced Length (X -X Axis):
Lx=
9.0
FT
Maximum Unbraced Length (Y -Y Axis):
Ly=
9.0
FT
Column End Condition:
Ke=
1.0
Calculated Properties:
Column Section (X -X Axis):
dx=
3.50
IN
Column Section (Y -Y Axis):
dy=
4.50
IN
Area:
A=
15.75
IN2
Section Modulus (X -X Alas):
SX--
9,19
IN3
Section Modulus (Y -Y Axis):
Sy=
11.81
IN3
Slenderness Ratio:
Lex/dx=
30.86
Ley/dy=
24.0
Properties For: #2- Douglas Fir -Larch
Compressive Stress:
Fc=
1300
PSI
Modulus of Elasticity:
E=
1600000
PSI
Bending Stress (X -X Axis):
Fbx=
875
PSI
Bending Stress (Y -Y Axis):
Fby=
875
PSI
Adjusted Properties:
Fc':
Fc'=
442
PSI
Adiustment Factors: Cd=1.25 Cf --1.15 Cp=0.24
Column Calculations (Controlling Cash Only):
Controlling Load Case: Axial Total Load Only (L + D)
Compressive Stress:
fc=
395
PSI
Allowable Compressive Stress:
Fc'=
442
PSI
GREGORY A. PEITZ
ARCHITECT
1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719
. PROJECT:
I have reviewed the truss submittal for the above project and all loading
design criteria have been met.
Gre A. Peitz
Architect . _
PLAN REVIEW RESPONSE FORM
In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If
this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid
response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your
response to each item and the location where the information can be found on the plans/calcs.
ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND OIZTGTNAI DI AIUC
OWNERS NAME
DATE:
TN•, 14, T. C -t+, , 4 lu t�
`( 2 e 3
ASSESSORS PARCEL NUMBER
PERMIT NUMBER
04(o. (.��� • Dom
1�2_Z3 Ce/
RESPONSE FOR PLAN CHECK LETTER DATED:
ht�o�
PLAN CHECK ITEM #
RESPONSE BY:
, P•
RESPONSE BY.
LOCATION ON PLANS/CALCS:
COMMENTS:
Zle
Lt Ow
&A Lj•1 ( . /
PLAN CHECK ITEM #
Z
RESPONSE BY:
, P•
LOCATION ON PLANS/CALCS:
COMMENTS: Att
COMMENTS:
PLAN CHECK ITEM #
S7-0OC7
RESPONSE BY:
RESPONSE BY.
LOCATION ON PLANS/CALCS:
COMMENTS:
PLAN CHECK ITEM #
.
RESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS: ✓ �C
a c. I � +z. 3 X • i
PLAN CHECK ITEM #
RESPONSE BY.
LOCATION ON PLANS/CALCS:
COMMENTS: �-v
RESPONSE FOR PLAN CHECK LETTER DATED:
• PLAN CHECK REM N RESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS:
'K v
k a
PLAN CHECK ITEM N RESPONSE BY:
^ LOCATION ON PLANS/CALCS:
COMMENTS:
PLAN CHECK REM N RESPONSE BY:
LOCATION ON PLANS/CALLS:
COMMENTS:
PLAN CHECK REM >x RESPONSE BY:
LOCATION ON PLA ICA
COMMENTS:
PLAN CHECK REM aK RESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS:
PLAN CHECK REM N RESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS:
PLAN CHECK REM NRESPONSE BY:
LOCATION ON PLANS/CALCS:
COMMENTS:
Feb -^ 03 10:30a
IIIIIIIIII IINIIIIIIIN111IIRE3
3 001
20103-0008473
AND WHEN RECORDED MAIL TO:
Recorded I REC FEE 10.00
Official Records I COPIES 2.50
BUTTE COUNTY BUILDING DIVISION
County Of
7 COUNTY CENTER DRIVE
BUTTE
OROVILLE, CA 95%5
CANDACE GRUBBS I
Recorder I
ROSEMARY DICKSON I
Assistant I Marti
02:45PM 07 -Feb -2003 I Page 1 of 2
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT -p Nit -
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:
r
Date 0 — —6 Z
PROPERTY OWNERS:
���w�c�.Y.srnn
State of Californi %orno,5)
County of ) �j . �c��1r�� e 2 n ���3cc�r� V\ S ay\
On ���i � �?re me,
personally appeared Vkh k rsonally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(-) is/are subscribed
to the within Instrument and acknowledged to me that •hdshe/they executed the same in hiaUr/their authorized
capacity(ies), and that by-hisilrff their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNand and o Ci 1.
Signature; Seal: NICOLE LEANNE PRUITI
COMM # 1355517
NO?ABUrPUE COUNTY �
ORNIA
A.P. #_ n 410 r (e I D - 0 0 7 COMM. EXP. MAY 6, 2006 -A
DESCRIPTION:
THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,
COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:
PARCEL It
LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SKILLIN ESTATES";
�..� ITn T,T� !. T'�/T/T T171T1 I1T1 THE /TATT,T,N\►
WHICH MAP WAS RECORDED IN HE OFFICE OF THE XRECOR"DER yr THE a.vvsnaa
OF BUTTE, STATE OF CALIFORNIA, ON JUNE 27, 1991, IN BOOK 122 OF
r. (s) 56 r7 58 GO AND 60
(°1APr'^i, AT PAGE(s) JO, � r , vv, .r a-a,..r
oL-cv0 rTATf2 THEREFROM JAN EASEM*RNT FOR INGRESS, EGRESS, SUPPORT AND
STORM DRAIN OVER HEARNOW LANE AND SKILLIN ESTATES DRIVE AS SHOWN ON
THE ABOVE MAP.
ALSO RESERVING THEREFROM THOSE CERTAIN STORM DRAIN EASEMENTS AND
IRRIGATION DITCH EASEMENTS AS SHOWN ON THE ABOVE MAP.
SAID EASEMENTS ARE FOR THE BENEFIT OF AND APPiRTEIVANT TO LOTS 1
THRU 12 OF SAID SUBDIVISION,
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RESTc"cia�T�v:aS AS SET FOR'7'u IN 'THAT CERTAIN DECLARATION OF
RESTRICTIONS RECORDED JULY 30, 1991, UNDER BUTTE COUNTY RECORDER'S
SERII. NO. 91-30874; BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE
INCORPORATED HEREIN BY REFERENCE THERETO WITH 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.
PARCEL, II s
EASEMENTS FOR INGRESS, EGRESS, SUPPORT AND STORM DRAIN OVER HEARNOW
JANE AND SKILLIN ESTATES D...I:sE AS CunGtAi 0.-
THAT CERTAIN KAPENTITLED, "SKILLIN ESTATES", W141CH MAP WAS RECORDED IN THE OFFICE
:F TvL ocCno,DEu OF tHE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON
JUNE 27, 1991, IN -BOOK 122 OF MAPS, AT PAGE(S) 56, 57, 58, 59 AND
60.
PARCEL IIIz
EASE'NE TS FOR STORM! DRAIN AND IRRIGATION DITCHES OVER LOTS 1 THRU
8 AND 10 THRU 12, AS SHOWN Oil THAT CERTAIN InIEAP ENTITLED, '°Sr%ZLLiiv
ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
nn �w t Y /TCI.TT T �N T'f rntC ? 7 7� Q- -0 7 TAT 12 Te
THE COUNTY OF BUT TE, STATE vs „�,y ar''vn.v sem,, V VJ.N • .
122 OF MAPS, AT PAGE(S) 56, 57, 58, 59 . AND 60.
Feb 07 03 10:30a
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95%5
iiii lli III 1 I"I I ILII' Illl'I I I In11 3
201 —_3-000847'3
ded
OfficialrRecords I COPIESE 12.50
County Of
BUTTE I
CANDACE J. GRUBBS I
Recorder I
ROSEMARY DICKSON I
Assistant I Marti
02:45PM 07 -Feb -2003 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:
Date _ —� PROPERTY OWNERS:
State of Californi )
County of .� ) �, .. �c� ��� e.`n
personally appeared ' �' nz>� { 1i�/f \
known to me (or proved to me on the bass of satisfactory evidence) to be the persons) whose name(s) are subscribed
JLJto the within instrument and acknowledged to me that-hefshe/they executed the same in hbiber/their authorized
capacity(ies), and that by.hWira=F/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS hand and o Ici IF dal.
t
Signature 1 i`) i71
Seal:.U NIC(111LEANN PPRUUII
Q 1,. h g NOTARY BIIC iC55517
A. P. �D—Do%
com BUTTE COUAlW
NTYORNIA
DESCRIPTION:
THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,
COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS;
PARCEL Is
LOT 7.9 AS SHOWN ON THAT CERTAIN MAP ENTITLED, 11SKILLIN ESTATES"
WHICH MAP WAS RECORDED IN THE OF FIC E OF THE RECGr".11"OE.R OF THE C-OURTA Y
OF BUTTE, STATE OF CALIFORNIA, ON JUNE 27, 1991, IN BOOK 122 OF
MAPS, AT PAGE t 3 / Z56, 57, .,S, - ANM 60.
RESE VING THEREFROM AW EASEMENT FOR INGRESS, EGRESS, SUPPORT' ANS
sew........r �.
STORM DRAIN OVER HEARNOW LANE AND SKILLIN ESTATES DRIVE AS SHOWN ON
THE DOVE MAP.
ALSO RESERVING THEREFROM THOSE CERTAIN STORM DRAIN EASEMENTS AND
IRRIGATION DITCH EASEMENTS AS SHOWN ON THE ABOVE MAP,
SAID EASEMENTS .ARE FOR THE BENEFIT OF AND APPURTENANT Tir LVIS 1
THRU 12 OF SAID SUBDIVISION.
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RES T "IC -TIONS AS EER` FORTH IN THAT CERTAIN DECLARATION OF
RESTRICTIONS RECORDED JULY 30, 1991, UNDER BUTTE COUNTY RECORDER'S
S8R!.kT. NO. 91-30874, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE
INCORPORATED HEREIN BY REFERENCE THERETO WITH 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 DECLA?.ATION.
PARCEL 11:
EASEMENTS FOR INGRESS, EGRESS, SUPPORT AND STORM DRAIN OVER HEARNOW
LANE AND ERI BLiV EnT m S DIRI'lcdAS SHOW11 ON THAT CERTAIN MAP
ENTITLED,
"SKIL,LIN ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE
OF -r• xvocrnonwv rtiF °t`HE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON
JUNE 27, 1991, IN -BOOK 122 OF MAPS, AT PAGE(S) 56, 57, 58, 59 AND
PARCEL III
E_�SEMEI a FOR STORM DRAIN AND IRRIGATION DITCHES OVER LOTS I THRU
S AND 10 THRU .12 , AS SHOWN Old THAT CERTAIN !,,IAP EN !TLED, "SKILLI2v
ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
►< T n nrr r n A7TT Ckly TTrINTE `� 299 YN BOOK
THE c:0u-Vi`'3ic OF aiuti-r:, Sa�,lE t'sr ..�.,�F'bR.n�.�, •.•< v..... _,
122 OF MAPS, AT PAGE(S) 56, S7, 58, 59.AND 60.
TO LARRY PAINTER
REIM TO CHICO EH 1 (1 ,nn2
SITE PLAN REVIEW APPLICATION 01 030
Date:
AP# f o.-� I r)- o o
Permit Number (if applicable)
APPLICANT INFORMATION
Parcel Size: i A �.
Owners Name:
�Q. jjcc-, C
s Address: �i >
I r
Gl ��, g
X i J
Telephone No.:
Situs Address:
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 SERVICES INFORMATION (For Staff Use)
❑ Approved 1B Conditionally Approved ❑ Resolve Problems Prior to Approval
❑ Site Plan Stamped Approved
is By
Q 6 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: ` X ) )
• Flood Panel No.: Q x`2_0 �1, Index Date:
❑ 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: A ^ I
Applicable Building Setbacks:
•
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
0
Page 2 of 5
fa
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
5o
Side
'
Side Street
Rear
10
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
0
Page 2 of 5
fa
•7' Applicable Developrutent Fees:
Standard Fees Amount
• ❑
Fire
❑
School*
❑
Parks/Recreation
❑
Roads
❑
Sheriff
❑
Drainage
❑
NCSP/CSA 87
❑
Chico Urban Area — Road
❑
Thermalito Impact
❑
Other
Subdivision Map Special Fees
Water Tender �� • �'a
❑ Road Improvement
❑ North Oroville Area
❑ Other (per map)
Formula
* 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
A Subdivision Map/Parcel May: SK) Lt -1 IJ 1j
Map Date of Recording: 6-2-7- 9
Lot: %
❑ Use Permit/Minor Use Permit
Permit Number:
Book: t 2Q ---
Date of Approval:
—Page: rj •
Parcel Map/Subdivision Map/Use Permit Conditions
IM Comply with the following Conditions of Approval: AT -r A
❑ 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 Plan
must be prepared by a registered civil engineer or other qualified professional and b
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
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This information provided in this summary is based on the application information and on the best available data at the time
of review.
CALarryABuilding Permit Site Plan Reviewl.doc
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ARCHITECT
383 Rio Undo Ave.
Chico, CA 95926
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Apr 18 03 09:25a
Alpine EMineemd Products, Inc
April 16, 2003
Steve Scarborough
Longfellow lumber
89 Loren Ave
Chico, CA 95926
RE: Reuse of truss designs for new projects.
Dear Steve:
B351 Rovana Circle
Sacramento. CA 95828
(916) 387-0116
(916) 387-1 "0 Fax
Neither Christian Chappell nor I have a problem with you using truss designs we have sealed on repeat
jobs, or on new jobs where the truss design fits the needs of the new project. Our current design
methodology is defined in ANSIITPI 1-1995, which is specifically adopted by the model building codes,
including UBC 1997, the Caldomia Building Code 1998, and IRC 2000.
Regarding the dates on our California seals, we are required to show the "expiration date" on the face
of the seal. That date has nothing at all to do with the adequacy of the design. It just means that the
engineer is legally entitled to do the work up to that date. It's really the renewal date for the engineer's
state license.
Once the expiration date has passed, it does not mean that a design is suddenly no good. The original
paperwork is still valid, since the engineer held a valid license at the time the work was done.
Sincerely,
Garold W. Heal, PE
nn „ r}ham fh"10
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R« S,+As-1 tis 4-� "a (03 .
November 15, 2001
RE: The Reuse of Old Designs
Steve Scarbrorougth
Longfellow Lumber
89 Doren Avenue
Chico, CA 95926
Dear Steve,
Previously Issued truss drawings, designed by Alpine, can be reused for other projects as long as
the original design criteria are valid for your new project. As you are well aware, the 1997
edition of UBC specifies ANSI/TPI 1-1995 as the design standard for wood trusses. Therefore,
any Alpine design which indicates '7PI-95" (located in the lower left hand corner of each
drawing) as the design methodology, is acceptable to use in jurisdictions where USC -97 is being
enforced. If the Alpine design does not indicate "TPI -95", then a new design must be
resubmitted.
Any design, which has an old seal, may be reused if the new design criteria are consistent with
those shown on the design. My California registration is current, with an expiration date of June
30, 2003.
If you have any questions, please contact me.
ALPINE ENGINEERED PRODUCTS, INC.
8351 Rovarna Circle - Sacramcntu, CA 95828 • (916)387-01.76 - Fax (916)387-1110
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! GPX r'., -f-• p. afz osra
IN l �o�Gl ��i 2,, ,, O 1/2` nin.«thick gypsum board (4'ft.. shts.)
/ t 2.. D• �i, w/ id • 7 o.c. • all supports. I ft. min.
length, or 4 ft. min. length if applied
to both sides.
SSI-{EAFt{.�p►LLS MAY_ t3� - ,
,�{Z'7/8'
A E EA p "" hou C �� �� �R O cettient plaster with metal lath•
I (—U'l�I(� I v1�N T S 3("��4 �L �� fastened ! i" o.c. • a1 t supports with
j 2, �i? HiQ. W, .t�f1�,
approved fasteners.
O
Not 3/8" thick hardboard panel siding with
ad ! 4"98" o.c.
O"iimpl•x structural grade Thermo -ply storm
brace with no. ti pa. sa14. staples with
7/16" crown and 1 1/4" legs a 3"':s" o.c.
Staples shall be installed with :crown* parallel
to framing Member to which it is attached.
1. Sill nailing at braGd wall panels shalt be
o.c. (where applicable).
• 2. .Panels shall spin three stud bays, be 41 -0 -
min. wide, and have all edges blocked.
3. Where joists are perpondiqular to braced wall
lines above, blocking shall -be proviied under
and in line with braced wall panels.
4. slabs unier interior braced wall panels shall
,t be g- min. thick. bill plates shall be fastened
with .146" dia. XS' long Hilti shot -in fasteners
'� at 4' and 10" from each end of braced
I Ill I�maximum 14" o.c. spacing between. panel, with .
E
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