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NOTES
RESIDENTIAL
036-17-6-012 00-1814
PERMIT NO. WARNER; TOM. -
5279 PARKDALE, OROVILLE
CONTR: OWNER
RE ROOF & APPLY TRUSSESS
11 SPECIAL CONDITIONS 11
— SRA
FLOOD CERTIFICATE REQ.
_ FIRE SPRINKLERS REQ.
—SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
— SUB -STANDARD HOUSING LETTER
t
� JOB FINALED (Date) ✓
' Signature
CHECKED
BY
f
1
RESIDENTIAL
036-17-6-012 00-1814
PERMIT NO. WARNER; TOM. -
5279 PARKDALE, OROVILLE
CONTR: OWNER
RE ROOF & APPLY TRUSSESS
11 SPECIAL CONDITIONS 11
— SRA
FLOOD CERTIFICATE REQ.
_ FIRE SPRINKLERS REQ.
—SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
— SUB -STANDARD HOUSING LETTER
t
� JOB FINALED (Date) ✓
' Signature
CHECKED
BY
✓ = OK
0 = Not OK
= Not Applicable MOBILE HOMES
= Not Ready •
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./ /'LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
`MISCELLANEOUS
Card B-1 Date Card B-1
Date
Zoning Requirements -Setbacks -Easements
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
1.
Zoning Requirements -Setbacks -Easements
5.
2.
Footings; Size -Spacing -Marriage Line
Carports; Windows -Doors
3.
Gas; MH Test -Demand -Valve -Connector
Braced Wall Panels
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
Card B-1 Date Card B-1
6.
Water; MH Test -Regulator -Connector
Card B-1 Date Card B-1
7.
Water and Sewer Connected -C/O to Grade -HD Approval
FINAL (Plans) OK except #'s
8.
Gas and Electricity Tagged
Setbacks -Easements
9.
Tie Downs -Type -Installation Gen.
Soils; Compaction -Structure Stability
10.
Exits; Insp.-Sketch j
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
11.
Cert. of Occupancy i
Elec.; Receptacles and Lighting, Distance-GFI
12.
Permarient Foundation Only; License Decal
Elec.; Pool Lighting; 15 Volts-GFI
6.
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-Rooting
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
FINAL (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- Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
t
T 10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
I Date
-
Card B-1 Date Card B-1
V= OK
0 = Not OK
- = Not Applicable = Not Ready
RESIDENTIAL (;
Date
Underfloor (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1.
Zoning -Setbacks -Easements -Flood -Slope
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring.
2.
Ftg., Main; Soils-Elec. Grnd.-/ /' Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
Garage Fire Protection Framing
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Property Line Firewall & Openings
6a.
Hold Downs and Special Anchors
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
7.
Slab, Steel -Wrapped
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
8.
Piers -Fireplace Ftg.-Steel
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
9.
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Siding -Nailing Veneer
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Glazing Area -Glass Protection -Skylights -Plastic
12.
Electric Underground
Shear Walls; Nailing -Bolts
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Brace Interior/Exterior Wall Panels
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Insulation -Walls -Ceilings
15.
Access & Ventilation
Infiltration -Walls -Windows
16.
Insulation
Date
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Ext. Steps -Door & Sidelight Protection -Landings
17.
Water Htr.; Vent -Access -Combustion Air Baffle
Smoke Detector
18.
Water Pipe; Test & Anchor -Nail Protection
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
Bedroom Exiting
20.
Shower Pan; Test, First Floor -Tub Access
G.F.I. & Bath Fixtures & Tub Access -Spa
21.
Test Tub & Shower, Second Floor -Tub Access
Elec. Trim & Subpanel, Breaker Sizes & Labels
22.
Gas Pipe; Sixe & Anchors
Stairs & Rails
70.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
72.
ELECTRICAL (Permit) OK except #'s
23.
Fixture & Transformer Clearance -Ins. Protection
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
25.
Size Boxes & No. of Conductors Stapled
26.
Romex Installed Close to Edge of Studs & C.J.
27.
Equip. Ground made up w/Mach Fasteners -Bond Gas &. Water
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral f] Yes O No
31.
Service -Riser Conductors & Ground Main Disconnect
32.
Equip. Clearances Panels-Motors-Mech. Equip.
33.
Clothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
84.
A.C. Unit Disconnect, Electrical -Plumbing
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Water Well, Disconnect, Electrical, Plumbing
MECHANICAL (Permit) OK except #'s
87.
35.
A.C. Ducts Insulation & Support
88.
36.
Vent Fan, Exhaust above insulation
89.
37.
Condensate Drain & Overflow, Size & Grade
90.
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
91.
39.
Attic Access & Platform if Furnace in Attic
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Date
FRAMING (Permit) OK except #'s
Date
40.
Sits Proper Materials & Anchors
Card B-1 Date Card B-1
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
irngle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
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
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
_
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor -Mach. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
82.
Following Instld./Drive ] Yes ] No/Walks 7 Yes ] No/Planters ] Yes ] No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
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
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERUT NO.
(Rev. 12/96) It
APPLICATION AND PERMIT 690-1 zl
ASSESSOR PARCEL NUMBER 036-17-6-012
ZONING
BUILDING PERMIT
OWNER
TOM WARNER
TELEPHONE
534-3479
SO. FT. OCC. BUILDING VALUATION
EST & 14 SQS
5,000
OWNER'S MAILING ADDRESS
5279 PARKDALE OROVILLE 95966
CONTRACTOR'S NAME
OWNER
TELEPHONE
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation Is
5,000
ARCHITECT OR ENGINEER
LICENSE NO.
Filin Fee $
20.00
Permit Fee $
72.00
ARCHITECT OR ENGINEERS MAKING ADDRESS
Plan Checking Fee $
BUILDING ADDRESS
5279 PARKDALE, OROVILLE
Energy Plan Checking Fee $
$
PERMIT FEE $
138 80
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: RE ROOF, APPLY TRUSSESS
c®"r• oar-
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home ISI GI W
@20.00
PERMIT FEE S
ELECTRICAL PERMIT
Fling Fee 20.00
600VR LESS
Main Service zo.A 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 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 TO
46.00
WEE200A
CCU000A
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( & ACC. BLDS.
SG
3.52FT:
NON-REOSID. MULCIRCUITS TI -OUTLET
@7,50
POWGLEER APPARATUS
8 SIN OURET CIR.
Ex. Occup. OUTLET OR FIXTURES
BAL O I. 50
Ex. Occup. ourLEEDrs ES16°E
AA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE S
WORKERS' COMPENSATION DECLARATION
I 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' ccmpensation 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
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
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.)
Illi 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
forthwith comply wi those provisions.
n`/— 9 D
X Date a V
nature of Applicant- �' Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOT L FEE $ 138. 0
HqZ,
D FEES IMP
FLOOD
CDF
PARC
Po
HD
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County , ode and/or Resolutions to do work
indica d for w ich fees have been paid.
/ �
By Date
PERMIT EXPIRES ON O o/
Date
Receipt No. 302332/ $138.80
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7,County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO.
Rev.12/96), APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER��- _
.� C)/
ZONING
BUILDINGPERMIT
OWNS r� /A PM
TELEPHONE '7
SO, FT, OCC. BUILDING VALUATION
OWNERS MAILINKi ADDRESS
CONTRACTOR'S NAME
TELEPHONE?
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
'
Total Valuation $
• ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
C='
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
q
BUILDING ADDRESS n
C./I1
Energy Plan Checking Fee $
O$
t
PERMIT FEE
LOT NO.
_
SUBDNISIONS NAME
ARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
1 New ❑ Addition ❑ RemodeRemodelO0 Utilitie Installation ❑ Other ❑
Describe Work: a46,-
�V
Gas piping system 1 - 5 outlets
15.00
Buildingsewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE $
ELECTRICAL PERMIT
Fling Fee 20.00
000V
Main Service 200A OR OR LESSLESS
23.00
_
i
[� 1
�c) 1
I/
-
/
I
/Energy
Locc
-
S
O rj
Receipt No.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
Main Service 200A TO 1000A 46.00
GCS. 3.5030.
NEW CONST. DWELLING ACC.
OR ADDNS. ( 8 ACC. BLDS. FT.
NEW CONST. OUTLET
NNREID.
@7.50
POWER APPARATUS
8 SINGLE OUTLET CR.
Ex. OCCU OUTLET OR FIXTURES 20 @ 1' 0
Ex. Occup. oirnFT3 ASID ��L 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring
23.00
PERMIT FEE $
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Inspection Fee $
coNst. TYPEt TOTAL FEE $
MZ.
1 0. FEES IMP
I FLOOD
I CDF
PARCEL PO
JU
I ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
I Iro
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: w V 1 `e (, ASSESSOR PARCEL NUMBER: - Q
Proposed Building Use: Building Inspector: Date:
At tigne of permit application, I was adv' ed the following data must be submitted prior to pe prJcissing and/or issuance:
------------------------------------ Date Received By
All items have been submitted.-------------------------------------------------
X2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
03. Complete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.--------
115.
-------
❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
❑ 6. Energy Design Compliance and supporting documentation. ----------------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- _
❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications -------------------
0 10. Fees of $-------------------------------------------------------------------------------------
❑ 11. Impact fees as shown on the attached schedule. -----------------------------------------------------------------
❑ 12. California Department of Forestry plan approval/fees. ---------------------------------------------------------
1113.
--------------------------------------------------------
❑13. Flood elevation certificate.----------------------------------------------------------------------------------------
❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------
❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------------------------------
❑ 17. Planning approval for (A) Use: (B) Parking:-------------------------
I
-----------------------t
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -----------------------
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------
❑20. Pre -inspection for required. Request to Building Inspector on
❑21. Contractor's license information. (Number, Name Style, Classification). -----------------------------
0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------
E123. Owner-Builder
---------------------------------------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------
024. Letter of signature authorization. --------------------------------------------------------------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------
❑26. Letter of intent on building use. ----------------------------------------------------------------------------
❑27. Manufactured Home utility clearance. ---------------------------------------------------------------------
❑28. Existing violations and/or expired permits.---------------------------------------------------------------
❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
1130. Other:
(Date)
When you issue the permit, process as follows El Mail to owner, []Mail to contractor.
6aTelephone �J 3 q? and hold for pickup a office. ❑ Deliver with inspector.
Applicant<5 nZ/�1 nn.� Date: -� 6l)
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division unter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin ivi n unter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build' g n c unter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build g n unter, by D
Plans reviewed by: Date: Plans.approved by: Date: $�0
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:
VAI ... ('n , - n.__u___ -_,_• _
1, 9
War -h e
;DoSr on--
� 2 ax � 7 SrGlDS -
BUTTE COUNT
BUILDING DEPARTii EN,
PPROVED
1 -1
_
- t,, —
BUTTE COUNT
BUILDING DEPARTii EN,
PPROVED
Customer ( 03466158 J WARNER Mon Jul 24 12:22:16 2000
Project N: 720WAR Truss ID T-1 Family 314
Span 34-6 Quantity 2 Top Pitch : 4/12
PLATE OFFSETS (X -LEFTY -TOP): ()2-6.31. ()5-3.31. ()7-6.31. ()10-3.31. ()13-4, 3),
BOTT CHORD SPLICES:11-12-5X8W/B:
,2-0, 4-7-8 9-9-9 14-9-14 19-10-2 24-10-7 30-0-8 34-8 2-0
4-7-8 5-2-1 5-0-5 5-0-5 5-0-5 5-2-1 4-7-8 1
3X6
1
• � xy «YP�
L1x4
8X12 4X ` 4X5
2 3 4
r6Qr9 C-1
'5X6 I 4X5
1 s s 7 �X 17-
1 _
14 13 12 9
3X4 5X7 4X5 4X8 5X7 3X4 LVI
4-7-8 9-9-9 14-9-14 19-10- 24-10-7 30-0-8 34-8
4-7 8 5-2-1 5-0-5 5-0-5 5-0-5 5-2-1 4-7-8
3X6
a
TROJAN
-HL TO PK: 4- 1 O-8
R. HL TO
PK
:4-10-6
._EFT HEIGHT: 0-3-14
SPAN: 34-B
RISE: 6-1-3
RIGHT HEIGHT:
0-3-14
-OAOING (PSF)
MAX STRESSES
MINIMUM GRADE
OF LUMBER
PLATES:M20-220.19C
L D
TOP 3-40.646
TOP CHORD:2X4
No.i&Btr
GR
OF -L
TOP 16 10
BOTT 1.1-12-0.750
BOT CH0R0:2X4
No.i&Btr
GR
OF -L
IOTT 0 B
LL.DEFL.@11-0.57
< L/240 WEBS :2X4
STANDARD
GR
OF -L
SPACING: 24.0 in o.c UBC'97-ICBO,ANSI/TPI95
IEPETITIVE STRESSES NOT USED NO. OF MEMBERS - 2
IEFLECTION (IN.) L.L- 0.57• D.L-0.64, T.L-1.21
IEACTIONS• SIZE: I--2084. 3.50 8--2084.3.50
UPLIFTS (LBS): 1-515.8-529
HORIZ. (LBS): 1-2
FORCES - LOAD CASE #1
TOP CHORD: 1-2--5421. 2-3--8863. 3-4--10671• 4-5--10671• 5-6--10671• 6-7--8863, 7-8--5421,
IOTTOM CHORD: 8-9- 5114• 9-10- 5114, 10-11- 8863, 11-12- 10671, 12-13- 8863. 13-14- 5114, 14-1-5114,
WEBS: 2-14- 317, 2-13- 3918, 3-13--1005• 3-12- 1895• 4-12--433• 4-11- 0. 5-11--433.
6-11- 1895. 6-10--1005, 7-10- 3918• 7-9- 317•
.OADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) BUTTE COUNTY
LUMBER PLATE TYPE
1 1.25 7.25 UNIFORM f- 2- 52 2- 7- 86 7- B- 52 8- 9- 16 9-3,41 22B B`3h -N-3. 6 DEPARTMEIN
CONCENTRATED 9- 212 14- 212 U B 6-D 6 a
RUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.. WALL HGT. 10 FT, SLOG. CAT. I, EXP. CAT. C. 18 (10+8) PS F DL 0 0 I -9014, O,FEN WE (ASCE7-9;
'MEMBERS NAILED TOG. W/1 ROW (S) OF .131x3 Sri. NAILS']2"fn.,o:c:(TOP CHS..), AND 1'ROW(S) OF :13fx3^in. NAIL5�12 in. ooc B T. C
�or Webs-use-1-ROW•o( NAILS -12 .in. -D.C.
CHORD BRACING @ 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD
ITINUOUSLY BRACED @ IO'O-O;C. VKES$ RIGIDLY SHEyATHED, LATERAL
CING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR OFESSIIO�
,ITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS QQ
'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES �Q`��ONG t✓ 4
II''rl/iN/N!; - 1',vi/1 rlr. ii;n / urrrnrrv, r.c and l liAl.) N07'1f.S ON 771LS ANO /1/:VERSES/01- REFORE 1.1.1'li
lrsiyn valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual L
•nilding component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of NO. C
(imponenl Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual I C ,n
mb members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. I "'
rirtitional permanent hracinq of the overall structure is the responsibility of the building designer. For general guidance
•:girding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB-
9 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss
Im
`late Institute, 583 D'Onotrio Drive, Madison, WI 53719 - MiTek Industries, Inc.
r CNI1.
��C (j�A``�O� �/
Customer : WARNER 03486159 ) Mon Jul 24 12:22:19 2000
Project ta: 720WAR Truss ID T-2 Family 108
Span 34-8 Quantity 1 Top Pitch : 4/12
,CES -32 Ver.2.0. B1O (4/6/1999) TROJAI
PLATE OFFSETS (X -LEFT, Y -TOP) 1[j9-4, 21,
3;
.2-0 6-3-15 ' 11-10• 17-4 22-10 28-4-1 34-8 .2-0.
6-3-15 5-6 5-6 5-6 5-6 6-3-15
4X4
4
3X4
3X4
3X4 5X8 3X4
9-1 17-4 25-7 34-8'
9-1 8-3 8-3 9-1
46
7
1- . HL TO PK: 1 B-3-4 R. HL TO PK :113-3-41
t. -EFT HEIGHT: 0-3-14 SPAN: 34-8 RISE: 6-1-3 RIGHT HEIGHT: 0-3-14
I7/l /iNIN(i - 1/Tri/:r dr.cil n Iurrrnnrvrr., Hort
I-OAOING (PSF) MAX STRESSES
MINIMUM GRADE OF LUMBER PLATES:M20-220,190
L D TOP 1-2-0.377
TOP CHORO:2X4 No.16Btr GR OF-1-
F-LFOP
FOP16 10 BOTT 7-80.765
BOT CHORO:2X4 No.16Btr GR OF -L
F30TT O B LL.DEFL.@9=0.16 < L/240
WEBS :2X4 STANDARD GR OF -L
STR.INC.: LUMB - 1.25 PLATE - 1.25
SPACING:24.0 in O.C. UBC 97-ICBO,ANSI/TPI95
REPETITIVE STRESSES USED
NO. OF MEMBERS - 1
DEFLECTION(INA L.L- 0.16,0.L-0.18,T.L-0.34
11EACTIONS, SIZE: 1--1305, 3.50 7--1305.3.50
UPLIFTS ILBS): 1-92, 7-92
HORIZ. (LBS): 1-10
FORCES - LOAD CASE./1
TOP CHORD: 1-2--2872, 2-3--2603, 3-4--1825, •4-5--1825,
5-6--2603, 6-7--2872,
80TTOM CHORD: 7-8- 2715, 8-9- 2242, 9-10- 2242, 10-1- 2715,
WEBS: 2-10--311, 3-10- 399, 3-9--629, 4-9- 868,
5-9--629; 5-8- 399, 6-8--311,
TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG..WALL HGT, 10 FT,BLOG. CAT. I,EXP. CAT. C.IB(10+8) PSF OL,100.00 MI FROM OCEANLINE(ASCE7-9:
TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND
-8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94
FOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD
:ONTINUOUSLY BRACED tai 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL
WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR
BUS COUNTY
)RACING OF WEB MEMBERS,
\DDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS
, 1 ��oo
U
tEQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSESM
a ®� {� )� ®����TME 1
'OMMENTARY AND RECOMENDATION.
�� 6 ' R9
QROfESSIO
P R Y/,;
cL��01,JG,i'i, matin
RE 1) NOTES ON THIS AND REVER.SI SIDE BI;FORIi USE
resign valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual
wilding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of
..mponent is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual
mh members only. Addilional temporary bracing to insure stability during construction is the responsibility of the erector.
l rldilional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
^cprding fabricatinn, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-
'9 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss
'Ince Institute. 583 D•Onolrio Drive. Madison, WI 53719 MiTek Industries, Inc
NO.
�FOF CAUFO��
03486162 ]
Customer WARNER Mon Jul 24 12:22:37 2000
Project 720WAR Truss ID T-3 Family # 104
Span 27-2-6 Quantity 1 Top Pitcn 4/12
TROJAI
ACES -32 Ver.2.0,B1d(a/6/l5yyr
PLATE OFFSETS (X -LEFT, Y -TOP): ()3-4. 2.51. ()6-3, 21,
3xp
-1 -
7-2-10 6-4-10 6-4-10 7-2-10
qX4
r
9-5-15 ) 17-8-8 ) 27-2-8
9-5-15 8-2-9 9-6
r oar
ate.
L . HL TO PK: 14-4- 1
LEFT HEIGHT:0-3-14 SPAN:27-2-8 RISE:6-1-3
R. HL TO PK : 14-4- 1 .
RIGHT HEIGHT:0-3-14
LOADING (PSF) MAX STRESSES
MINIMUM GRADE
OF LUMBER
PLATES:M20-220,190
GR OF -L
L D TOP 1-2-0.376
BOTT 5-6-0.705
TOP CHORD:2X4
BOT CH0RO:2X4
No.i6Btr
No.16Btr
GR OF -L
TOP 16 10
BOTT 0 B LL.DEFL.@7-0.09 < L/240
WEBS :2X4
STANDARD
GR DF -L
STR.INC.: LUMB - 1.25 PLATE - 1.25
SPACING:24.0 in
O.C.
UBC 97-ICBO,ANSI/TPI95
REPETITIVE STRESSES USED
NO. OF MEMBERS
e 1
DEFLECTION(IN.) L.L- 0.0g,D.L-0.10.T.L-0.19
REACTIONS, SIZE: 1--1051.3.50 5--915.3.50
UPLIFTS (LBS): 1-99,
_
HORIZ. (LBS): 1-7
FORCES - LOAD CASE 01
TOP CHORD: 1-2--2021, 2-3--1766, 3-4--1765, 4-5--2021,
BOTTOM CHORD: 5-6- 1911, 6-7- 1321, 7-1- 1911,
WEBS: 2-7--345. 3-7- 528, 3-6- 5213, 4-6--345,
TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.. WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9:
TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94
TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD
CONTINUOUSLY BRACED @ 10.0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL
BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR
ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS
REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES
COMMENTARY AND RECOMMENDATION.
BUTTE C®UNTYJ U L 2 5 2000
BUILDING DEPARTnAE'�
P R��a`{v
WARNING • llcr•iy design Irrrrrnnr'rrr.c taut READ NOTES ON TIPS AND REVERSE SIDE BEFORIi USE
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual NOr 0--04 1 yi
building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 1L
component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual
web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. El
Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection, and bracing, consull OST -88 Ouality Standard, DSB- q Or cp&*� /J
89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss
Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719 MITek Industries, Inc.
r�.
( 03486160 )
Customer WARNER Mon Jul 24 12:22:26 2000
Project N: 720WAR Truss ID •T-4 Family M 104
Span 27-2-8 Quantity 14 Top Pitch 4/12
ACES -32 ver.2.0, Bld (4/6/1999)
PLATE OFFSETS (X -LEFT, Y -TOP): ()7-3, 2).
3:
.2-0 7-2-10 13-7-4 19-11-14 27-2-8 .2-0
7-2-10 6-4-10 6-4-10 7-2-10 -
4X4
3
1VA 1VA
)AD JA'r
9-5-15 17-8=8 27-2-8
9-5-15 8-2-9 9-6
3X5
s
L. HL TO
PK: 14-4— 1
R. HL TO
PK
:14-4-1
LEFT HEIGHT:0-3-14
SPAN:27-2-6
RISE:4-10-5
—RIGHT HEIGHT:0-3-14
.LOADING
(PSF)
MAX STRESSES
MINIMUM GRADE
OF LUMBER
PLATES:M20-220,190
L
D
TOP 1-20.376
TOP CHORD:2X4
No.1&Btr
GR
OF—L
TOP 16
10
BOTT 5-6-0.705
BOT CHORD:2X4
No.1&Btr
GR
OF—L
BOTT 0
8
LL.DEFL.@70.09 <
L/240 WEBS :2X4
STANDARD
GR
OF—L
STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in o.c.
REPETITIVE STRESSES USED NO.' OF MEMBERS 1
DEFLECTION(IN.) L.L- 0.09, D.L-0.10, T.L-0.19
REACTIONS, SIZE: 1--1051, 3.50 57-1051.3.50
UPLIFTS (LBS): 1-99, 5-99
HORIZ. (LBS): 1-7
FORCES - LOAD CASE 01
TOP CHORD: 1-2--2021, 2-3--1766, 3-4--1765, 4-5--2021,
BOTTOM CHORD: 5-6= 1911, 6-7= 1321. 7-1= 1911,•
WEBS: 2-7--345. 3-7- 528. 3-6- 528.- 4-6--345,
UBC 97-ICBO,ANSI/TPI95
TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. I, EXP, CAT, C, 18 (10+e) PSF OL, 100,00 MI FROM OCEANLINE (ASCE7-9
TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94
TOP CHORD BRACING ® 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD
CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BUTTE
`J COUNTY NTY
BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR IPU L 2 5 �OOO
ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS p
REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES 3 � t✓ E I L®I N A
e a e v 1 y v G DEP RT E � I
COMMENTARY AND RECOMMENDATION.
,��.tt t� r. r__
.Y44 1-� �' �)
i
,A WARNING - 14)-i/i• dcsi,vt p(rurncfcrs ural READ NOTES ON THIS AND REVERSE SIDE. BEFORE USE
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for -an -individual
building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of
component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual
web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.
Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance
regarding fabrication, qualily control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-
89 Bracing Specllicalion, and HIB -91 Handling Installation and Bracing Recommendation available from Truss lei
Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MITek IndU511'IQSr Inc.
Ip
pONG
NO.
FA r)
cq`EOF CALF ���\� L
Customer 03466161 ) : WARNER Mon Jul 24 i2: 22: 31 2000
Project 0: 720WAR Truss ID T-4GE Family At 104
Span .'27-2-6 Quantity 1 Top Pitch 4/12
ACES -32 Ver.2.0. BIO (4/6/1999)
3:
,2-07-2-10 13-7-4 19-11-14 27-2-8 2-0
�r 7-2-10 6-4-10 6-4-10 7-2-10 r -t
4X4
3
3X6 ,
9-5-15 17-8-8 7-2-8
9-5-1.5 8-2-9 9-6
TROJAN
3X5
s
L.. HL TO PK: 14-4— 1 R. HL TO PK : 14-4— 1 _
LEFT HEIGHT:0-3-14 SPAN:27-2-6 RISE:4-10-5 RIGHT HEIGHT:0-3-14
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190
TOP 16 SO TOP CHORD:2X4 No.16Btr GR DF -L
BOT CHORO:2X4 No.16Btr GR DF -L
BOTT O 6 LL.OEFL.@O-0:00 < L/240 WEBS :2X4 STANDARD GR OF -L
STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.C. UBC 97-ICBO,ANSI/TPI95
REPETITIVE STRESSES USED NO. OF MEMBERS v 1
IIEFLECTION(IN.) L.L- 0.00, D.L=0.00, T.L=0.00
NOTES: 0) -Gable studs spaced at 16 inches o.c. _
(2) -Brace vertical studs in accordance with standard gable end detail
(3) -Continuous bearing provided along entire bottom chord
(4) -Provide 1X4 plates at each end of gable stud unless otherwisenoted
rRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. -CAT. I. EXP. CAT. C. SB (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9:
TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD
CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL
BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR
ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS
REQ'D) REFER TO TPI PUBLICATION I4IB-91 BRACING WOOD TRUSSES
COMMENTARY AND RECOMMENDATION.
BUTTE COU NTY J U L 2 5 2000
38'ILD
1 C� ®EPAPTMEN"
at
WARAIMG - Vr•)-ifv drsrgil prrr'nrnrlr'r.c (Ind RI. -.-AD N07'E,5 ON 7'11/.5 AND REV1iRS'1 SIDE BEFORE USE'
resign valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual _
wilding component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of
omponenl is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual
rob mnmbors mily. Addillunel temporary bracing to insure stability during construction Is the responsibility of the erector. r_r_
,ddifional permanent bracing of the overall structure is the responsibility of the building designer. For generalguidance
ngnrding fabrication, (justify control, storage• delivery, erection, and bracing, consul) UST -88 Quality Standard, DSB-
9 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss
Into Inauhda, 583 D•Onefrto Drive, Madison, wl 53719 MiTek Industries, Inc.