HomeMy WebLinkAbout022-203-030022-203-030 03-1387
XSW ON, DEAN
PRYDE�A�VENUE RTLEY
NSF
j JA-D�
SWANSON, DEAN
I IS PRYDE AVE, BIGGS
CONT: OWNER
ADD FFG TO 03 . 1387
Eff Subdivision Map/Parcel Map: O -N' !� -70 -V-T-
Map Date of Recording: 9
Lot: Bo ok: Page:
Use Permit/Minor Use Permit
Permit Number: Date of Approval:
Parcel Map/Subdivision Map/Use Permit Conditions
Comply with the following Conditions of Approval:- OAJG.
[:] 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.
r-1 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.
El 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 be
submitted to and approved by the Department of Public Works.
F1 in lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
F1 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-"
[I Engineered foundations are required.
El Class A roofs are required.
Property owners responsible for road maintenance, and stop sign maintenance.
Page 4 of 5
Applicable Development Fees:
Standard Fees Amount Formula
El Fire
R School*
El Parks/Recreation
E] Roads
r_1 Sheriff
El Drainage
[_1 NCSP/CSA 87
0 Chico'Urban Area — Road
FJ Thermalito Drainage Area
Thermalito Urban Area
Other
Subdivision Map Special Fees
F�
Water Tender
M
Road Improvement
El
North Oroville Area
E],
Other (per map)
Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit
Parcel Created By
D Deeds:
Date of Creation: Legal Access Provided: E] No 0 Yes
Deed of Reference: Legal Access Required El No El Yes
Parcel Frontage on Publicly Maintained Road: El NoEl Yes, Road Name:
Complies with County Standards for Deed Creationlj No n Yes
Comments:
F� Parcel Deemed to be legal
0 Verify Legal Parcel El Verify Legal Access ElProvide Deed of Creation
F-1 Obtain a Certificate of Compliance
n Obtain a Merger El Obtain a Lot Line Adjustment
El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
F1 Construct road to: El Meet Parcel size required by zone
El Meet current Environmental Health Department requirements
Page 3 of 5
V.
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
El Nitrate Action Plan (See Environmental Health for standards)
El Watershed Protection Overlay Zone (See attached standards and requirements)
F] Expansive Soils (Test for expansive soils and if verified proper foundation design required)
El SRA - (CDF to determine specific requirements)
El 100 -Year Flood Plain: (See attached),
Flood Zone: X
Flood Panel No.: 09 -) 5 C- 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)
F-1 North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
F� Chapman/Mulberry (See attached standards and requirements)
E] Cohasset Area (See attached standards and requirements)
E] Grading Zone (See attached handout)
Use Requires:
F� Use Permit El Minor Use Permit El Administrative Permit
F� Minor Variance F� Variance
------------------------------------------- --------- — ---------------- ----------- — ----- — -- —
F� Detached Building Use Form El Encroachment Permit
F1 Agricultural Worker Affidavit El Agricultural Acknowledgement Statement
Zoning:
Applicable Building Setbacks:
R Setbacks drawn on site Plan. E] CDF approval needed for encroaclunents into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map_
Front
Side
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
R Setbacks drawn on site Plan. E] CDF approval needed for encroaclunents into SRA setbacks.
Page 2 of 5
SITE PLAN REVIEW APPLICATION
Date: �'D - I '-S - AP#
Permit Number (if applicable) tT7
APPLICANT INFORMATION Parcel Size: AC
Owners Name: fJ
Owners Address: Q�, ox L� �1 doe]\.) fZYf\)
Telephone No.: e-) I U - 80 1- MJ
Situs Address: f 'I; _�� X D G. , A V t___
Proposed Use:
Residential
New Single Family Residential
E] Single Family Addition
Mobile Home
F� Residential Accessory
F-1 Permanent Second Dwelling
F-1 Temporary Mobile Home (Aunt Minnie)
F] Temporary Travel Trailer
F-1 Multi -family
Non-residential
F-1 New Commercial
F1 Commercial Addition
F-1 New Industrial
F-1 Industrial Addition
Other
01 Septic
F] Agricultural Exempt Building
F-1 Other:
Brief Explanation (if necessary):
El Single Family Remodel
F-1 Commercial Remodel
F] Industrial Remodel
IN Well
DO NOT WRITE BELOW THIS LINE
DE VEL OPMENT SER 117CES INFORAL4 TION (For Staff Use)
M Approved E] Conditionally Approved Resolve Problems Prior to Approval
N Site Plan Stamped Approved
By Date
J
Page I of 5
X \
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
PERMIT NO.
DATE:
APN:
ZONING:
O=S LAS—T.,F5-
OWNER'S FIRST NAME: PHINE:
FAX
STREET ADO!!::?,,
cirv% zip: E-MAIL:
SITE ADDRESS:
CITY, ZIP:
r -\e, "�7
NEAREST CROSS STREET:
TRACTILOT it
APPLICANT NAME:
PHONE:
STREET ADDRESS:
FAX:
CITY, ZIP:
E-MAIL:
CONTRACTOR NAME:
PHONE:
STREET ADDRESS:
FAX,
CITY, ZIP:
E-MAIL:
LICENSE NUMBER
I -lei
LICENSE r(PE:
ARCHITECT/ENGINEER NAME:
Mgi�A
h�
PHT Y.
c--> ('-P - Cal (..Ol
STREETADDRESS:
FAX:
CITY, ZIP:
LICENSE NUMBER:
E-MAIL:
DESCRIPTION OR SCOPE OF WORK: J,
IV,
El Structure Built without permits
LJ Proposed Change of Occupancy (note previous use)
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after the date of application. In order to renew
action on an application after expiration, a new application, plans and fees will be required.
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to
the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan
checked and other department costs are not refundable.
For office use only:
Notes:
Application Received by: 4�5( Date.
Receipt number: tv Amount Received:sa
Master application 3-4-04
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDING,��
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2
PERMIT APPLICATION DATA SHEET 9*
Z-7=
)
OWNER: ;w Y) ASSESSOR PARCEL NUMBER
Proposed Building Use:A CkQ41) "ei Technician: S42S �7, Date: Ke 6t --
Items required in orde�to apply for a permit. All boxes MUST be decked OR marked NA in ordir-tolapply.
0 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans.
etip_�, 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
--n' 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 4. Engineered truss details and layouts in duplicate. No faxes!
0 5. Letter from Engineer or Architect for truss design review.
0 6. Energy compliance design and supporting documentation in duplicate.
0 7. Statementof-Intent- for Non -heated and A/C for Non -Residential Buildings.
0 8. Man6factured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
/Alplicate.
0 9 Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and caIcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the enginee .
0 10. Flood Elevation Certificate, wet -stamped and -signed, in duplicate
0 11. Site plan and business license approval from the City of Biggs
0 12. Letter of intent for non-residential buildings
0 13. Detached Accessory B�ilding Form filled out by the owner
11 14. Hazardous Material Form
0 15. Sanitation and site plan approval f�om the Environmental Health Department in 0 Chico 0 Orovilie, as applicable.
0 16. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
0 17. Fire Sprinklers ..... "
............................................ 1"...1.11 ...............................
0 18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by_..
0 19. Soils Reportand/or Engineered Foundation required ........................................... ......
0 20. Erosion Control Plan Required ................................................................ ........
0 21. Fees as shown on the attached Schedule of Fees Due Sheet ..............................
0 22. City of Chico Plumbing permit ........................................................................
0 23. California D * epartment of Forestry plan approval 0 paid. Sent by: . .............
0 24. Planning approval (A) Use: -(B)Parking: _(C) Parcel Check:
0 25. Contact Land Development about Improvements, Drainage .........................
0 26. NPIDES Form ....................... : ... ** ... * .... **"****** ...................... * ..... -
0 27. Encroachment Permit for driveway from the Public Works Dept ...........................
El 28. Pre -Inspection for required .......
0 29. Contractor's license information. (Number, Name Style, Classification) ...................
0 30. Worker's Compensation Carrier and Policy Number .................................
0 31. Owner -Builder Verification (_ Given to owner, -Mailed to owner) .....................
o 32. Letter of Signature authorization ...................................... : .............................
-JY 33. Recorded copy of Agricoltural Acknowledgment Statement .................................
0 34. Manufactured home utility clearance ...............................................................
El -35. Existing violations and/or expired pjermits .............................. * ..... * .........
0 36. Deed Restriction ................................................................ * ........ ** ....... ---
0 37. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $
0 38. Other:
0 39. Other:
When issued Telephone and hold for pickup.
I have been informed of -the above items and requirements for obtaining a building permit.
Applicant: , zl��5z_ Date:
1. Index perml
f 'aoj,
, pligio7�Wthe above it7ms numbered:
2. Additional items required
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by -
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by -
Plans reviewed by: -Date: Plans approved by:
Structural reviewed by: Date: Structural approved by:
Note transfer by: Date:
Yellow: Building Division
Plan Check Letter
Date:
Date:
Date
Date:
NOTES RESIDENTIAL
PERMIT
---- --------
SWANSON, DEAN
118 PRYDE AVE, BIGGS
CONT: OWNER
ADD FTG TO 03-138-7
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
—SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
= OK
= Not OK
= Not Applicable
= Not Ready MOBILE HOMES
)ate MOBILE HOME UTILITIES (Plans) OK except Vs
1 . Zoning Req u irements-Setbacks- Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/0 -Concrete
4. Water; Local ion -Test- Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Locaticn-Test-Wrap;-/ /" L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
7. Well Clearance & Disconnect
8. Utility Clearance
)ate
Card B-1 Date Card B-1
)ate
Card B-1 Date Card B-1
)ate MOBILE HOME INSTALLATION (Plans) OK except #Is
1.
Zoning Requ i rements-Setbacks- Easements
2.
Footings; Size-Spaci ng -Marriage Line
3.
Gas; MH Test- Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6. Water: MH Test-Reaulator-Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert. of Occupancy
)ate
Card B-1 Date Card B-1
)ate
Card B-1 Date Card B-1
)ate PERMANENT END SYSTEM (ONLY)
1 .
Zoning Req u irements-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 Off ice
)ate Card B-1 Date Card B-1
)ate Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1 .
Zoning Req u i rements-Setbacks- Easements
2.
Footings; Soils-Size-Depth-Spacing-Connectors-SteeI
3.
Decks, Girders and/or Joists- Decking- Braci ng -Stairs -Rails
4.
Wood Awn.; Posts- Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Colu m ns -Con nect ions-SpI ice- Decal- Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nai I ing-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 Vs
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- Enclosu res- 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
4 = OK
0 = Not OK
- = Not Applicable RESIDENTIAL (Single & Duplex)
= Not Ready
Date UN ERFLOOR (Plans) OK except #'s
1 .
Zon i ng-Setbac ks- Easements- Flood -Slope
2.
Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth
3.
Ftg., Garage; Soils-Steel-Ele c. Grnd.-/ /" Ftg. Depth
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5.
Stemwalls, Main; Steel - Blockouts-Wrapped
6.
Sternwalls, Garage; Steel- Blockouts-Wrapped
6a.
Hold Downs and Special Anchors
7.
Slab, Steel -Wrapped
8.
Piers -Fireplace Ftg.-Steel
9.
D.W.V.; Fall -Fitting Jest -2 Way C/0 -Sewer Test
10.
UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11.
Water Pipe; Test -Anchors -Regulator -Service Test
12.
Electric Underground
13.
Plenums & Ducts; Clearance -Material -Support -ins.
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15.
Access & Ventilation
Date ELECTRICAL (Permit) OK except #'s
16.
Insulation
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
26.
Date
27.
Card B-1 Date Card B-1
Date
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al
17.
Water Htr.; Vent -Access -Combustion Air Baffle
32.
18.
Water Pipe; Test & Anchor -Nail Protection
Equip. Clearances Panels- M otors- Mech. Equip.
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
35.
20.
Shower Pan; Test, First Floor -Tub Access
Date
21.
Test Tub & Shower, Second Floor -Tub Access
Date
22.
Gas Pipe; Sixe & Anchors
Date
23.
Fire Sprinkler; Test
41.
Sills Proper Materials & Anchors
Date
Date
Walls Studs -Nailing Spacing & Braces -Plates -Sound
Card B-1 Date Card B-1
Date
Bearing Walls over Girders & Floor Nailing
Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
24.
Fixture & Transformer Clearance -Ins. Protection
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
26.
Size Boxes & No. of Conductors Stapled
27.
Romex Installed Close to Edge of Studs & C.J.
28.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29.
2 Appliance Circuits in Kitchen & Conductor Size GFI
30.
Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al
31.
Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral , 0 Yes QNo
32.
Service -Riser Conductors & Ground Main Disconnect
33.
Equip. Clearances Panels- M otors- Mech. Equip.
34.
Clothes Closet Light -Shower Light -Spa Light
35.
Smoke Detector
Date FRAMING (Continued)
47.
Hangers -Post Caps -Anchors -Connectors
Date
Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng.
Card B-1 Date Card B-1
Date
50.
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #s
52.
36.
A.C. Ducts Insulation & Support
Property Line Firewall & Openings
37.
Vent Fan, Exhaust above insulation
.55.
38.
Condensate Drain & Overflow, Size & Grade
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
39.
Furnace -Vent Access -Comb. Ait- Return Air Vent 115 Outlet
58.
40.
Attic Access & Platform if Furnace in Attic
Date
60.
Card B-1 Date Card B-1
Date
Brace Interior/Exterior Wall Panels
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
Infiltration-Walls-Winclows
41.
Sills Proper Materials & Anchors
Date
42.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
64.
43.
Bearing Walls over Girders & Floor Nailing
Smoke Detector
44.
Draft Stop in Walls (rat proof)l
45.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46.
Headers & Beams -Size & Bearing
Date FRAMING (Continued)
47.
Hangers -Post Caps -Anchors -Connectors
48.
Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng.
49.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50.
Attic Access; Size & Romex Protection- Draft Stop -Ins. Baffles
51.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52.
Garage Fire Protection Framing -RC Channel
53.
Property Line Firewall & Openings
54.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
.55.
Stairs; Width- H eadroom-Rise- Run- Land i ng- Fire Protection
56.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57.
Siding -Nailing Veneer
58.
Stucco Mesh -Drip Screed -Fd. Vents-UnderfIr. Access
59.
Glazing Area -Glass Protection-Skyl ights- Plastic
60.
Shear Walls; Nailing -Bolts
61.
Brace Interior/Exterior Wall Panels
62.
Insulation -Walls -Ceilings
63.
Infiltration-Walls-Winclows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date FINAL (Plans) OK except #s
64.
Ext. Steps -Door & Sidelight Protection -Landings
65.
Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor- Ducts- Mech. Protection
67. Bedroom Exiting
68. G.F.I. & Bath Fixtures & Tub Access -Spa
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
70. Stairs & Rails
71. Fireplace or Stove, Clearance -H earth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing- Landi ng -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector- P. R.V.
in Garage; Above Floor-Mech. Protection
78. Plb.; Elec. & Mech. Equip. Listed for Location
79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80.. Insulation -Foam -Looked in Attic
81.
Guard Rails & Deck Construction- Post Caps
-82.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
83.
Following Instld./Drive Q Yes Q No/Walks 0 Yes 0 No/Planters 0 Yes 0 No
84.
Stucco Brown -Finish
85.
A.C. Unit Disconnect, Electrical- Plumbing
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87.
Water Well, Disconnect, Electrical, Plumbing
88.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
89.
Ventilation Throughout House
90.
Glass Protection
91.
Corrections from Previous Inspections
92.
Gas Test -Meters Tagged, Gas -Electric
93.
Water & Sewer Connected -C/O to Grade -HD Approval
94.
Energy Compliance Certificate -Other Certificates
95.
Address Posted
96.
Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
NOTES RESIDENTIAL
PERMIT NO
022-203-030 3-1387
SVJ)AISON, DEAN
I 10 PRYDE AVENUE, GRIDLEY
NSF
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
—SPECIAL INSPECTION ITEMS
VERIFY
7
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LE7
ER
OFFICE COPY
A dress W I
d . 4.j -q -
GAS
i mFeter By Date—
ELECTRIC
er Date
GAS
Meter By ate
ELECTRIC at
Meter By
I p
JOB FINALED
Signature
__7zllell
t!
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
—SPECIAL INSPECTION ITEMS
VERIFY
7
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LE7
ER
OFFICE COPY
A dress W I
d . 4.j -q -
GAS
i mFeter By Date—
ELECTRIC
er Date
GAS
Meter By ate
ELECTRIC at
Meter By
I p
JOB FINALED
Signature
__7zllell
OK
0 = Not OK
- = Not Applicable
= Not Ready
Card B-1 Date Card B-1
MOBILE HOMES
DalFe
MOBILE HOME UTILITIES (Plans) OK except #s
2.
1 . Zoning Requ'rements-Setbacks-Easements
3.
2.
Soils; Special MH Support Sketch
Electricity; MH Test -Crossovers -Breakers -Clearances
3.
Sewer; Location -Test -Fall -C/0 -Concrete
6.
4.
Water; Location -Test- Easement Needed (Sketch)
Water and Sewer Connected -C/O to Grade -HD Approval
5.
Electricity; Lccation-Clearances-Grnd-/ /Amp -Concrete
9.
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
P Nat. or/ /" L "ft./ P LPG
Exits; Insp.-Sketch
7.
Well Clearance & Disconnect
Blocking
8.
Utility Clearance
4.
Gas; MH Test -Demand -Valve
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
5.
Electricity; MH Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #s
1 .
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing- Marriage Line
3.
Gas; MH Test- Demand -Valve-Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test- Regu lator-Con nector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8:
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1 .
Zoning Req uirements-Setbacks- Easements
2.
Date
3.
Card B-1 Date
Card B-1
Date
5.
Card B-1 Date
Card B-1
Date
PERMANENT END SYSTEM (ONLY)
Electric
8.
1 .
Zoning Req uirements-Setbacks- Easements
Date
2.
Footings; Size -Spacing -Marriage Line
POOLS (Plans) OK except Vs
3.
Blocking
_1
2.
4.
Gas; MH Test -Demand -Valve
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
5.
Electricity; MH Test
Elec.; Receptacles and Lighting, Distance-GFI
6.
Water; MH Test
6.
7.
Water and Sewer Connected
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Gas and Electricity Tagged
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures -Panel boards-] ns. to Main Conduit
9.
Exits
10.
10.
License Decals
11. Light Niche
11.
Verify #s with Office
Date
Date
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 Req uirements-Setbacks- Easements
2.
Footings; Soils-Size-Depth-Spacing-Connectors-SteeI
3.
Decks, Girders and/or Joists- Decking-Bracing-Stai rs- Rai Is
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Colu mns-Connections-SpI ice- Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frma.: Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nai I i ng -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 Vs
Setbacks- Easements
_1
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-] ns. 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
4 = OK
0 = Not OK
- = Not Applirable
. = Not Ready
N.
RESIDENTIAL (Single & Duplex)
Date UNDERf LOOR (Plans) OK exceDt #'s
Qo.o'X., Main; Soils-Elec. Grnd.-U /" Ftg. Depth
3�Ftg., Garage; Soils-Steel-Elec. Grnd.-/ 1,44" Ftg. Depth
4. FA., Porches,&iUe_cks; Soils -Steel-/ /" Ftq. Depth
6a -19A Downs and Special Anchors
8. �jes-Fireplace Ftg.-Steel
-90"D.W.V; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors- Reg ulator-Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
Date ELECTRLOAL.(Permit) OK except #Is
2 1 t ns rmer earance- ns. rotection
2t_&e-q,,Fj�ceptacIes Spacing -Lights & Switches at Doors
qxe & No. of Conductors Stapled
R ex Installed Close to Edge of Studs & C.J.
aq,�2. Ground made up w/mech Fasteners -Bond Gas & Mter
Zq,-e'Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /,gq. Cu or AI-A.C. Wire Size/ <;j7gj,6u_dr A[
31. Range Circle/ Z5 1g4
,S,u3br Al -Oven Circ. /ga Cu 6r—Al
InVated Neutral 0 Yes El No
eo�;i6e-Rii er Conductors & Ground Main Disconnect
33,-,rq'uip,Ziearances Panels-Motors-Mech. Equip.
34. qKe�,Ldoset Light -Shower Light -Spa Light
&2moke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECH
,ANIC_AL (Permit) OK except #'s
.. uct Insulation & Support
OrVent Fan, Exhaust above insulation
&8,Aqpden5a e Drain & Overflow, Size & Grade
�,u ce-Vent Access -Comb. Ait-Return AirVent 115 Outlet
4q-r'Attic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAM15,WDermit) OK except #s
%:Siljw16roper Materials & Anchors
6;�!IA�Ils,-Auds-Nailing Spacing & Braces- Plates -Sound
43 ring_Walls over Girders & Floor Nailing
.. Dr top in Walls (rat prooQ
2�1�r_t,ps, Furred Ceilings -Stairs -Chasers -Tubs
Ag-rHeaders & Beams -Size & Bearing
Date FRAMP16 (Pontinued)
L��__rs-Post Caps -Anchors -Connectors
44t."o'r -Truss-Shting.-Rtng.
.oKg. Joist-Rftr. Ties- Pu rlin- Roff Brac.
C�jF -Fireplace Throat Clearance
,g�qe Ties or Type A Flue
JeAccess; Size & Romex Protection -Draft Stop -Ins. Baffles
"�drm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Gar�o Fire Pr tection Framing -RC Channel
53. Xperty Line Firewall & Openings
54' Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. �Pirs; Width- Headroom- Rise -Run -Landing- Fire Protection
50'�Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. S�Jecqlvlesh-Drip Screed -Fd. Vents-Underflr. Access
i .,I 59-'GlXi`hci Area -Glass Prolection-Skvliqhts-Plastic
Wall Panels
Walls-Cei
Date'-ff,?a/,r/--f Card B-1 Date Card B-1
Dat24V
,1,�Ca B:2��V�r Date Card B-1
Date FINAV(Plans-) OK/except #Is
*/Ext. SteDs-Door & Sideliaht Protection- Landinqs
65. Smoke Detector
.00- Fureace Vents -clearance -Comb, Air-Connector-
.,4f,Vqarage; Above Floor- Ducts-Mech. Protection
room Exiting
F I. & Bath Fixtures & Tub Access -Spa
Ed./ Elec. Trim & Subpanel, Breaker Sizes & Labels
Stairs& Rails
Fireplace or Stove, Clearance -Hearth
V./tj&. Outlets at Wood Panel, Int. & Ext.
. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
7 EleR'Outlets & Receptacles at Kit. Counter
A.C. Duct in Garage -Damper
771 ' I Wtr Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
7,6. Plb.; Elec. & Mech. Equip. Listed for Location
K. Pec. Recept cles in Garage (FF.I.)-Romex Protection
Winsulation-Foarn-Looked in Attic
Guard Rails & Deck Construction- Post Caps
Fdo. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
83,,/Folol�ng Inst1d./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters Q Yes 0 No
---184.,9u6,co Brown -Finish
K,A.cXnit Disconnect, Electrical -Plumbing
ts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
ater Well, Disconnect, Electrical, Plumbing
"=Drior Elec. Trim, G.F.I. Receptacle- Underground
Agr Vezritilation Throuahout House
06. Glass Protection
Corrections from Previous Inspections
(�00as Test -Meters Tagged, Gas -Electric
Water & Sewer Connected -C/O to Grade -HD Approval
ra,�. Xergy Compliance certificate -Other Certificates
,Wr Address Posted
96. Fire Sprinkler
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
16. Insulation
DateyjZV
CardB-1 ate Card B-1
Date _O%Lgt�CZ�Card
B-1
A,L Date Card B-1
Date I
f FrILUMBING (Permit) Olf except #s
1 !:�er,.Htr.; Vent -Access -Combustion Air Baffle
f8-*'W'at1�r,Pip'_e; Test & Anchor -Nail Protection
-,_Test Fittings & Anchor -Nail Protection
20"'Show6qr-Pan; Test, First Floor -Tub Access
-21'bst�ub & Shower, Second Floor -Tub Access
22 -1 -Gas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date ELECTRLOAL.(Permit) OK except #Is
2 1 t ns rmer earance- ns. rotection
2t_&e-q,,Fj�ceptacIes Spacing -Lights & Switches at Doors
qxe & No. of Conductors Stapled
R ex Installed Close to Edge of Studs & C.J.
aq,�2. Ground made up w/mech Fasteners -Bond Gas & Mter
Zq,-e'Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /,gq. Cu or AI-A.C. Wire Size/ <;j7gj,6u_dr A[
31. Range Circle/ Z5 1g4
,S,u3br Al -Oven Circ. /ga Cu 6r—Al
InVated Neutral 0 Yes El No
eo�;i6e-Rii er Conductors & Ground Main Disconnect
33,-,rq'uip,Ziearances Panels-Motors-Mech. Equip.
34. qKe�,Ldoset Light -Shower Light -Spa Light
&2moke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECH
,ANIC_AL (Permit) OK except #'s
.. uct Insulation & Support
OrVent Fan, Exhaust above insulation
&8,Aqpden5a e Drain & Overflow, Size & Grade
�,u ce-Vent Access -Comb. Ait-Return AirVent 115 Outlet
4q-r'Attic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAM15,WDermit) OK except #s
%:Siljw16roper Materials & Anchors
6;�!IA�Ils,-Auds-Nailing Spacing & Braces- Plates -Sound
43 ring_Walls over Girders & Floor Nailing
.. Dr top in Walls (rat prooQ
2�1�r_t,ps, Furred Ceilings -Stairs -Chasers -Tubs
Ag-rHeaders & Beams -Size & Bearing
Date FRAMP16 (Pontinued)
L��__rs-Post Caps -Anchors -Connectors
44t."o'r -Truss-Shting.-Rtng.
.oKg. Joist-Rftr. Ties- Pu rlin- Roff Brac.
C�jF -Fireplace Throat Clearance
,g�qe Ties or Type A Flue
JeAccess; Size & Romex Protection -Draft Stop -Ins. Baffles
"�drm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Gar�o Fire Pr tection Framing -RC Channel
53. Xperty Line Firewall & Openings
54' Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. �Pirs; Width- Headroom- Rise -Run -Landing- Fire Protection
50'�Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. S�Jecqlvlesh-Drip Screed -Fd. Vents-Underflr. Access
i .,I 59-'GlXi`hci Area -Glass Prolection-Skvliqhts-Plastic
Wall Panels
Walls-Cei
Date'-ff,?a/,r/--f Card B-1 Date Card B-1
Dat24V
,1,�Ca B:2��V�r Date Card B-1
Date FINAV(Plans-) OK/except #Is
*/Ext. SteDs-Door & Sideliaht Protection- Landinqs
65. Smoke Detector
.00- Fureace Vents -clearance -Comb, Air-Connector-
.,4f,Vqarage; Above Floor- Ducts-Mech. Protection
room Exiting
F I. & Bath Fixtures & Tub Access -Spa
Ed./ Elec. Trim & Subpanel, Breaker Sizes & Labels
Stairs& Rails
Fireplace or Stove, Clearance -Hearth
V./tj&. Outlets at Wood Panel, Int. & Ext.
. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
7 EleR'Outlets & Receptacles at Kit. Counter
A.C. Duct in Garage -Damper
771 ' I Wtr Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
7,6. Plb.; Elec. & Mech. Equip. Listed for Location
K. Pec. Recept cles in Garage (FF.I.)-Romex Protection
Winsulation-Foarn-Looked in Attic
Guard Rails & Deck Construction- Post Caps
Fdo. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
83,,/Folol�ng Inst1d./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters Q Yes 0 No
---184.,9u6,co Brown -Finish
K,A.cXnit Disconnect, Electrical -Plumbing
ts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
ater Well, Disconnect, Electrical, Plumbing
"=Drior Elec. Trim, G.F.I. Receptacle- Underground
Agr Vezritilation Throuahout House
06. Glass Protection
Corrections from Previous Inspections
(�00as Test -Meters Tagged, Gas -Electric
Water & Sewer Connected -C/O to Grade -HD Approval
ra,�. Xergy Compliance certificate -Other Certificates
,Wr Address Posted
96. Fire Sprinkler
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
CERTIFICATION OF INSULATION
ADDRESS OR TRACT
SACRAMENTO BUILDING CONTRACTORS
1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026
Pryd-e,
605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026
3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026
I
IJ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026
DATE INSULATION COMPLETED
square feet)
square feet) square feet)
TYPE OF INSULATION
TYPE OF INSULATION
TYPE OF INSULATION
MATERIAL,' --,:--'L1-'
FIBERGLASS
FIBERGLASS
FIBERGLASS
FORM BATTS
FORM
BA17S & BLOW
FORM BA17S
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER
MANUFACTURER
MANUFACTURER
.
CT
OCF
KN
CT
OCF
K N
CT
OCIF
KN
BAGS
R -VALUE
APPLIED
R-VALIJE
APPLIED
MIN. INSTALLED
WEIGHT PER
R -VALUE
APPLIED
INSTALLED
THICKNESS
INSTALLED
THICKNESS
SQUAREFOOT
INSTALLED
THICKNESS
---> 1�7?
I -'% I
c�
KNEE WALLS IF R-VIALUE IS OTHER
THAN WALLS ABOVE
MATERIAL
FORM
R VALUE
MANUFACTURER
FIBERGLASS
BATTS
CT OCF'
KN
AIR INFILTI 4T
MATERIAL
MANUFACTURER
FOAM
-HILTI
i HANDYFOAM
THIS IS TO CERTIFY THAT INSULATION ANDIOR SEALANT
HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES,
MATERIAL STANDARDS AND REGULATIONS I
SI'GN tVlRq/IN Ij ATIOPPCdNTRtCC �OVJ
F r—, ell 11
TITMwi
DATE
SIGNATURE - GENERAL CONTRACTOR
TITLE
DATE
REMARKS
WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California .95965 * Telephone (530) 538-7541
N(Rev.12/96) , APPLICATIO,,N AND PERMIT
ASSE�SOR PARCEL NUMBER ZONIA.,
050
BUILDINGPERMIT
OWNER TELEPHONE
�11
29wo- yl!sn A140 mot L7
OWNERRUNG'.XX 4 3
0 CA q566 3
SQ. FT. OCC. BUILDING VALUATION
qq. 14-4. 0
CONTRACTOR'S NAME
TELEPHONE
10. 311205?� 010
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
32.4 ir,,ew 1
[RFi,,pIc,
4. 2_1 P_ 00
LENDER'S MAILING ADDRESS
Total Valuation Is it
(of?
ARCHITECT OR ENGINEER
LICENSE
Filing Fee
$ 20.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Permit Fee
$
Plan Checking Fee
$
BUIL11)(J)DRESSP
esl� IIIIIII
Energy Plan Checking Fee
$ 25oo
ON S-ro T -r mc -r i!�-J cl, S J
$
PERMIT FEE
$
LOT NO. SUBONMIONS NAME J
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE 4.10AC
SF )( Duplex 0 Mobilehome 0 Other SPECIFY
Each Trap
7.00 %. 410
Solar or heat pump water heater
23.00
Water piping
15.00 gro
—Each gas water heater or vent
15.00 &C,
TYPE OF WORK
New k Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Work: N15E
Gas piping system I - 5 outlets
15.00. 16'.0,0
Building sewer
15. 0 0 400
-Mobile Home ISI GI W1
@D20.00
PERMIT FEE
ELECTRICAL PERMIT
$ .00
FilingFeel 20.00_
F� 1 10 OA .1 X 09 -7 SIC
1
( 600V OR LESS
Main Service 0. EBB
23.001 2aao
LICENSED CONTRACTOR'S DECLARATION
1 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
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, 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.
1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 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:
0 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.
El I have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, forthe performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service 200A TO 1000A J_
46.001
NEW CONST. DWELLING OCCUR
OR ADDNS. & ACC. BLDS.
SO.914.
3.50n.
NEW MULTI -OUTLET
NON-RUEUSMID.1 RCUITS
@7.50
OWER AP=US
&P.IN.. 0 CIR.
Ex. Occu OUTLET OR FIXrURES
20 @ 1.00
SAL @ .50
O.FIXED A OR,
Ex. Occup. PPR9%.) E
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
$ 1:z 7. AJ Z
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
Ventilation
JL 4152 L41,
PERMIT FEt
$ I-00
0
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.)
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
forth * om with those provisions.
X Date
S i g n dfi r?9 nt - 0 O;ner 0 Contractor 0 Agent
,,.,26f 'Xp p I i c a
An OSI A ppermit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height. I A, '
Mobile Home Installation Fee $
Energy Inspection ee Wily . 4?0
0
Occ
CONST. TYt ITOTAL FEE $
HAZ.
EES �
I DJ
V
�MPFFVlg
CDF
PARCEL
ISSU
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which tes have
B
P(EMIT EXPIRES CNV� 310oc-
the applicable provisions
Resolutions to do work
been paid.
Date
(pit.)
rReceiptNo.
WHITE-D.D.S.-B.D. C-ICARAWr-ASAE PINK-1NSPCCT0F1 1GOLDENROD-APPLICANT I
1374
o. 4tD
"001476,j I 044"V&f- %K,71
COUNTY OF BUTTE -DEPART
7 County Center Drive, Oro)
PERMIT
SERVICES-BUILDiNG DIVISION
,965 Phone (530)538-7541 Fax (530)538-2140
ATION DATA SHEET
, f%.� . i I W - 3
OWNER: :k)6AJ ASS5SSOR PARCE.-L' NUMBER 6 7", Z - Zo - 0
,�u 5 - , 111. ;�, 1 5 -
Proposed Building Use: Counter Technician: -wl 6� Date:
0
Items required in'—order to apply for a permit. All boxes MUST be checked marked NA in order to apply.
J1. Plot plans 39, r 4 sets, signed,�y the preparer of the plans.
an
0 2. Complete. Dp ans, 3 or 4 sets, signed by the p'teparer of the plans.
Engineered plans 3 or 4 sets, with wet sigriature on plans AND 2 sets of stamped and signed calculations.
Engineered truss 9etails and layouts in.4plicate. No faxes!
Energ' compliance design and supporting d5cumentation in duplicate.
y
*6.' Manufactured homes: (A) Data sheets and installation instrii-ctio—ns, (B) Marriage he information, (C) Floor Plan, (D) ie down or
foundation plans, all in dut)lic
0 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicat'e� (C) Elevation views in triplicate
I / . ik
(D) Floor plans in triplicate. 'All of these must be stamped nd-wet-signed by th� eninee .
Reims required -,for initial plan" review. If checked items have 'not been received, plan review cinnot'proceed. The.permit will b,6
indexed and returned to the.1filan review line-up when required items are received.
Date Received By
0 8. Flood Eleva*tio6 Certificate, wet -stamped and signed, in duplicate ................................ I
0 9. Plot plan and busitiess license approval from the City of Biggs ....................................
0 10. Letter of intent for non-residential buildings
...........................................................
0 11. Detached Accessory Building Form filled out'by the owner ........................
0 12. Hazardous Material Form ................................................................................
0 13. Other
Remaining items needed to issue the permit. , (May require additional plan review upon receipt of the followinj items.)
/14. Fees as shown on the attached Schedule of Fees Due Sheet
W 15,
6.
WNW
LIM.
� 20.
r(12 1.
0 22.
0 23.
0 24.
Da5.
NO 26.
qO "2 8..
i 9.
30.
'3 1
When issued Telephone Q I — I I t -7 and -hold for pickup.
'I have been *1bove items and requirements for obtaining a building permit.
Applicant: Date:
1. Index permit application for the above iternslumber6d: I Plan Check Letter
2. Additional items required � ; I.' V -Z �!� k—� . U
Contractor, designer, owner, was advised cf the above data by 0 �hone, 'ED mail, 0 counter, by _Date:
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail 1 0 counter, by, Date:
Plans reviewed by: D_ate: Plans approved by: *E:::�Date:.; V.
Structural reviewed by,- Date: �t N
.Frtural approved by: Date:
Date:
Note transfer by: j�� �ZJ A& 'A" oto iZ�
NY � --7-1 VAI -r A-- .1 V_±� -Pka4-. 2.64
Statement of Intent for N�-on-heated a!ridAJC Buildin s......
i 9
Sanitation and plot plan approval from the Environmental Health Department in
City of'Chico. Plumbing permit..f ....................................... I ...............................
'California Department of Forestry plan approval 0 paid. Sent by: ......................
Planning approval for (XJ'6se: -(>Y, B)Parking: (Q�PT�cel Check:
--7 — crl
Contact Land Development about 0 Improvements, 0 Drainage ...............................
Encroachment Permit for driveway from th�e Public Works Dept. (construction approval prior
to occupancy).
Pre-Inspecti'on for required ...............
Contractor's license information. (Number, Name Style, Classification) ......................
Worker's Compensation Carrier and Policy Number .......... ..................................
Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) .....................
Letter of Signat�re authorization ......................................................................
Recorded'copy of Agricultural Acknowledgment Statement ....................................
Manufactured home utility clearance ...............................................................
4rg violations and/or expired permits .................................... * ....................
eed, 0 M.H. Title/Statement ofyacts, Q Letter frpm Legal Owner, 0 Check to H.C.D.
Other: o t:�-: /) r 0 W—m P 11� CIA
�6
_Q
EA. USE ONLY
ZA t Plan Anechad
. Man Anschatc'N
Sent to
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
"'�ayl\ L.20o 6�-v ?k -,l � AOL-- —PD
Owner IV Location AP#
Plan Approved for: Sewage Dispo Water Supply: ublic Private Welr�
Clearance for dwelling. Other 41L *- Q '2A 4 C &--
I . - i�� \Ij -"/ d -
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental 146'alth Specialist Date
8/96
I
i COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 C�"TY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCJJEDULE OF FEES DUE
Q
OVvTMR
PRO SED, BUILDING USE
1. BUILDING PERMIT FEES
Balanc e Due ....................... —J
Additional Fees Due ................. $
1
Additional Fees Due ................. $
1
Revised Plan Checking Fee .............. $
2. SCH06L DISTRICT FEES
(paid at District Office) (Available after Plan deck)
3. SHERIFF FEES (paid at Building Division)
Residential ...................... I x $360.00 $
Units
Commer�ial (sq. ft'.) ............... -x $0.03 = $
Sq. ft.
4. URBAN, AREA FEES (paid at Building Division)
Residential ................... -x-=$
# Units Amt.
Commercial (sq. ft.) ............ -x-=$
i Sq. ft. Amt.
RECREATIONAL DISTRICT FEES
(paid at District Office) (Available after Plan Check)
6. THE"ALITO DRAINAGE DISTRICT FEES
1 $510.00 (paid at Building Division)
V I
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (plaid at Building Division)
8. WATE]i i TENDER FEES (Battalion #
$200.00 (paid at Building Division)
1
A. P. # 60Z -9 03-06
DATE
RECEIPT # DATE REC.
3 - 19 -6r4 I
S�/ V6 4-
1 f
9. CSA 87 jTRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
I
At time of permit appli � ation, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
C
I
may be changed during. !Vf4n chec
J�ing process.
APPLICANT
DAI
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
I
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)
School District
A.P. Number
Property Owner
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(dne fom , B u iil�@ n g)
'I -S CD 1, 4 .' *-'o -� ��
Building Department No.
-o�-O -630Judsdiction: City County
Pmperty Location/Address
A C
Subdivision Lot No.
Residential Development
No of Living Mobile Home
Units Installation
Commercial/Industrial
Building
District Identification No.
....................... . .... . ............................ 4 ......................................
Sq. Footage
Addition/ *Supplemental to
(Gmup R)
Conversion Permit #
*(No foundation Inspection)
-----------
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)
F-\71 I= Sq. Footage
Addifion (Including Exterior
Roofed Areas)
6 e-1
ive Date
-C—) (.1c,
School District certifies that
(Applicant)
(Street Address) 1 40 4 a (Phone Number)
1%.1tyl
has complied vMh the requirements of Resolution No.
representing Tsfc=� square feet.
School
IN
by Check # oh
�A ) a- I ryi
Remarks:
fState)
C) I
(Zip Code)
DD
by payment of $ 2 _:� (0
IAB 2926 $
IFULL MMGATION $
or 12
Date
— SA-P�Vex) IDe-
You mi ','= -
, W , the Imposition of the fen Identified obo" by submitting a written protest to the Olsbick In compliance wtal
Govel N M. (��& 66020(a), -ftd- 90 days ftm the date fen we OW. Failure to subndt a timely written protest wtll'pr*hU*
you from chalWVng the Imposillion of the fen In any court action.
ff. subsequard to the School District Representative sIgnhV #6 Butte County Schools Impact Fee C*dMcatlon Form the School District Is
allift by the applicable Local Planning Agency that "project Is being reviewed wMarthe Col"bnda Environmental Quality Act (CEQA�
thisp -1 r nay be suilifedto additional school fen to hdly mIllgate.1ts 1 0 F oathe school dWbktl. schools.
White (applicant), Yal (building department), Pink (school district.) feeform.xIs (10/03)dmm
ENCROACHM ENT PERMIT
County of Butte Department of Public Works
7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356
Download Forms: www.butt-�county.net/publicworks/forms.btml
NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE
Phone (530) 538-7157 Ext. 2016
Permit Number
0 3 04 2 3 E
District
APPLICATION
I / VVE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads
and highways, all in accordance with County ordinances and general laws. (All information except sigriature must be typed or legibly printed.)
1. Applicant's Name:
bZA
Ia. Company Name:
2. Address:
Go-�- rz,.-i
3. Phone:
66�—
4. Assessor's Parcel Number:
I . 0 -z- I - e, -2- tp-,i C,-
5. Location of Work to be Done / Le,
6. Applicant's Signature
7. Date:
I
.
CONTRACTOR'S INFORMATION
8. Contractor's Name
9. Address
10. Phone:
11. Fax:
12. Contractor's License Number-
13. Certificate of Insurance: Yes 11 No: D
14. Contractor's Signature:
14a. Date Signed:
15. Authorized Agent:
TYPE OF WORK TO BE DONE
16. Please Check: Qirb: Gutter: Sidewalk:
17. Driveway (List Type):
Other
PERNUT GRANTED
In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this perrnit form) and special conditions written below,
permission is hereby granted.
19. Conditions
Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600
20. K All work shall conform to accompanying: Detail N Plans 0 Special Conditions 0
21. Date Issued rl
22. Expiration Date:
�: // S,/-, -el
23 Surety. %fe s
A
Mike Crump, Director of Public Works
I By:
** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one (�eek.
General Conditions - See Page 2 Page I of 2
Type or arrangement of lateral resisting elements (table
STRUCTURAL DESIGN INDEX
DESCRIPTION
PAGE NUMBER
FROM TO
STRUCTURAL
hlckls�on &- Associate-,
I
14-90 Highkvoy 99, Suito, 0
S-11', NO.
�tidlev, CA 95948
-of
DATE
Fax 1,630) 84-6-6jba
DESIGN
PROJECT NAME
tervive*m
— socm*
PROJECT ADDRESS
aww ist, cA
Im Apf� n v. -
�20 s - 0 30
CLIENT
BUILD1h'G TYPE
CODE
i IT 7 0 056
Type or arrangement of lateral resisting elements (table
STRUCTURAL DESIGN INDEX
LATERAL LOADING
WIND PRESSURE P:
EXPOSURE/ MPH -
Ce= .6a 6�7
Cq=
Qs=
lw=
SEISMIC FACTORS
ZONE:
R=
Z=
I=
CQ=
Cv=
MATERIAL SPECIFICATIONS & STRESS
SOIL
Test W�L 13e*t*. jcn:p
Classificati 0 n
Embedment
CONCRETE
7, = 2,5d:�o
MASONRY
L- I 111 v 11 [A F- IVI L 1 1111
DESCRIPTION
PAGE NUMBER
FROM TO
STRUCTURAL
DESIGN CRITERIA
I
NOOD
LATERAL LOADING
WIND PRESSURE P:
EXPOSURE/ MPH -
Ce= .6a 6�7
Cq=
Qs=
lw=
SEISMIC FACTORS
ZONE:
R=
Z=
I=
CQ=
Cv=
MATERIAL SPECIFICATIONS & STRESS
SOIL
Test W�L 13e*t*. jcn:p
Classificati 0 n
Embedment
CONCRETE
7, = 2,5d:�o
MASONRY
L- I 111 v 11 [A F- IVI L 1 1111
STRUCTURAL STEEL
I
NOOD
go
Mckisson & Associates Project: Sheet:
1490 Highway 99, Suite B
Gridley, CA 95948
Ph. (530) 84.6-6376
Fox (530) 84.6-6358 Job No. Date of
LOAD5:
ROOF LIVE L.L.
ROOF D.L.
COMP5HINGLE5
TILE..
ROOFING FELT
5- P�r
ROOF 5HEATHING
p5r
,1015T5
psr
IN5ULATION
?5F
GW[3
IZI. 5r Fgr-
MIC5.
D P5;r
WALL D.L.
2X e -t @ 1(�'O.C.
p5p
51DING A-fA or, 15
Pr�p
EXTERIOR FIN15H �440*W rte 05'(DINCw
pGr
GW5
mr
IN5ULATION 12 -l-,5
p5p
M15C.
'0 �-VA,
Wkisson &- Associates Project:
1490 Highway 99. Suite B
Gridley, CA 95948
Ph, (530) 846-6376
30) 845-5358 at
Fox (5, Date
Job No.
m
I
'�4 %
H
p -o r -2e �4
011 1 =--
041
4" all. r. f
WA
U., F>" e.
Mckisson & Asqociotos Project Sheet:
1490 Highway 9c). Sidto 'A
Gridlay. CA 95948
P .(530) 846-6376
h.
.6-6358
(530) 84 Oote of
Fax
Job No.
w1ac) ALL&U,195 ,
IF- 6a C5 41 1
-7
-FD I D. 4A =-
o P:�F + 5, ?4
8/1, +Is - 1(,'
TOT4 12 --VO -TP 0,. - 7VM-sV5*4 rl
(, / t-,+' Z- -3-r, q V -
D w 7;
+
I
4-1
ToTt.c, 0::OF T�4,t,, - -L�O t,�G Irio,
7< r
\5*� 4 1- ?� \ 0 1�
A %
�� )c 2 -1-:-- t I S
44 eA.,
q?Aur )( �O k sp �31, I I,-
au P UJA.,L, L6 -,
8/, x ot, g 00 -
1,7
Owr 9�eAff' ;
L.Ofwarrocx�-�
Mckisson & Associntes Prnjtvct: "he,
1490 Highw cly 991. Suite 8
Gridley, CA 95948
Ph, '(530) 646-L-6376
Fax (530) 84.6F6358
Job No. Vote.
lopkp i� TS)
to I/Itr r
VJ UJ
N --7 10 I'V
PT
4 it
V -j I"t> > Orz-
'3 Z1,7
� Ir
Mckisson & Associatos Pmjact! Shrmt:
1490 Highway 99, SLOO 'R
Gridley, CA 95948
-h, -637C
5,30) 84.6
Fax (530) 84.6-6358 Date of
Job No.
Lzost TU t;- (t. -S AL -
4o
W
6,0 Ll'f5cTv P, tvtc'F— Q 5-0 tOj!bKq p4cgT
64> L"�IDV- 1�bam Ka faer,,-_-Wp�
. .... .... .. ... T
k) :_7 11?�rYk/tlr
4 IP-
5;-f)
-F, -:� 73 *
01 To USE L'$TALg
7-0 L3'�-r S'(UA-P=,t5" LG7A 1p,
4 t2- 5�'.
� -, I %for
Mckisson & Associates Project: Sheet:
1490 Highway 99, Suite R
Gridley, CA 9594-8
P -(530) 846-63-6
h. 7
Fax (530) 84.6-6358 Job No. Date Of
0 # -
cousfeep
1141-,
(3 + 7�1 Vtc-ir-r
-m .059 9WP5em lf�C4, t6sT ::4-r
TP,4-f ov- 4—=c�)Vk (�
V,� p,�T
I)P'L-(r-r J -36-5-
f 4)UoTF— . Ppor Porict, (IG7> 11
�7"� Ldy'.�o .. '� t5 41'/�t �.= I�p %
SO
35' 0
726 *' -� s *
e
,7PAO
Fr 4
Rsa 0
I I
cc) psi
10 40
p�F q,+ >
A L��a w - .4 ;5Lv r 4 5 5 455.# 4SS ot� -
b, k5l
Mckisson cvc Shoot
1490 "lighway 99, alite B
Gridley: CA 95948
j
Ph, (5.30) 846-6376
Fax (530) 846 -6358
Dute
job No.
�7"� Ldy'.�o .. '� t5 41'/�t �.= I�p %
SO
35' 0
726 *' -� s *
e
,7PAO
Fr 4
Rsa 0
I I
cc) psi
10 40
p�F q,+ >
A L��a w - .4 ;5Lv r 4 5 5 455.# 4SS ot� -
b, k5l
i
kickisson &.- Assbciutos Project: sllatt:
I
1490 Highway 99': soite, 6
Gridley, CA 95948
Ph. (530) 846 6376
:,..k Fox (530) 846-6358 Date
Job No.
tZoOF LO,
12AY
t?OCF- T9.19. —_ V" y '.2
24 -7560 Ot PT
61 . y
i7rjo Dlrl.*l 6 7, a r - xf A IS
0 AT rLF T�5,w�
D, F.
, I
AuuWal
.... ... ... ....... ..
'F� - ':1,8 5 PSI
;10 lo lz 6 00 POW I
L.VLOI 4.06
IMF
(OLA -A
315 50
----------
rp
t
o tr- A Y-� iZ Do -F, 4 t
N
A, or. F-Q��
ROOF TRUSSES
TJI FLOOR SYSTEMS
CUSTOMER NAME:
JOB NAME:
LOCATION:
8350 INDUSTRIAL AVE.
ROSEVILLE, CA 95678
(916)774-1115 FAX: (916)774-1450
DEAN SWANSON
LOAD: 37 PSF. WET SEALS
PITCH:
COPIES
PAPALLAMS
MICPOLLAMS
6:12
f 90-00-00 f
Copyright (c) CompuTrus Inc.
20-00-00 f 20-00-00
J2 C -5X'6 12
b. UU Z::�6.00
.75' C -5x9.4 (S)
C -5x9. 4 (S) 5"
(2) c -1.5x2.6 or equal at uprights.
C-1.50.4 C-1.50.4
M
r -=3x=7.7 C -3x7.7. C -2.5y:6 (S) 5. 0 # C -2.5x4.3 C-3 C -3x7. 7
C -2.5X4.3 C -2.5x6 (S)
1. 14-00-00 12-00 00 14-00-00 1
Scale: 1/8" 40-00-00
UBC 97/TPI
LUMBER SPECIFICATIONS
TRUSS SPAN 40*- .00"
4WRGO
1 ;13
T 1-
LOAD DURATION INCREASE - 1.25
8 1-
-SIZE SPECIE GRADE PANEL(S)
SPACED 24.0" D.C.
-327
IN 5=
TOP CHORDS:
T 2-
-2241
2x
4 OF #I&BTR 1- 6
LOADING
626
W 6=
BOTTOM CHORDS:
LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0
PSF
2x
4 OF #1&BTR 1- 5
DIL ON BOTTOM CHORD = 7.0
PSF
W 7-
WEBS:
TOTAL LOAD = 37.0
PSF
2x
4 OF STAND 1- 8
W 4=
777
W B='
-657
TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VERT
TC
LATERAL SUPPORT <= 12"OC. LION.
-449
BC
LATERAL SUPPORT <= 12"OC, LION.
BC CONC LL+DL= 50.0 LBS @ 20'
.011
504
Truss designed for 42 outlookers 2x4 let -ins of
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD.
TOP
the same size and grade of structural top chord.
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
Insure tight fit at each end of let -in. Connect with
C -2.5x4.3 at each end and C -1.5x2.6 at
Loads as given
center of board (LION). Refer to Seci No 056943 for
plate placemnt detail.
20-00-00 f 20-00-00
J2 C -5X'6 12
b. UU Z::�6.00
.75' C -5x9.4 (S)
C -5x9. 4 (S) 5"
(2) c -1.5x2.6 or equal at uprights.
C-1.50.4 C-1.50.4
M
r -=3x=7.7 C -3x7.7. C -2.5y:6 (S) 5. 0 # C -2.5x4.3 C-3 C -3x7. 7
C -2.5X4.3 C -2.5x6 (S)
1. 14-00-00 12-00 00 14-00-00 1
Scale: 1/8" 40-00-00
UBC 97/TPI
SINGLE
MEMBER FORCES
4WRGO
1 ;13
T 1-
-2269
8 1-
2004
IN 1-
-327
IN 5=
144
T 2-
-2241
8 2=
1551
W 2=
626
W 6=
29
T 3-
-1550
B 3-
1040
W 3-
-563
W 7-
-2135
T 4=
-1234
B 4=
1095
W 4=
777
W B='
-657
T 5-
503
IS 5-
-449
T 6=
504
CANT @ 33'-10.3'
LEFT 1292 RIGHT = 2236
BEARING AREA REQUIRED (SO. IN)
JOINT 1 2.07 OF 3.19 HF 3.04 SRF
JOINT 11. 3.58 OF 5.52 HF 5.26 SPF
MAX LL DEFL = -.064" @ 9 L/240 = 1.678"
MAX TL DEFL - -.164" @ 9 L/180 - 2.237'
MAX LL OEFL = -.016" @ 7 L/240 = .615
MAX TL DEFL = -.036" L3 7 L/180 = .819
MAX HORIZ. LL OEFL = .022" @11
MAX HORIZ. TL DEFIL - .058" @11
NOTE: DESIGN CHECKED FOR A 75 MPH
VIAND LOAD AT EXPOSURE 'C' (25psf) TO
TOP CHORD CONCURRENT WITH DEAD
LOADS.
ZG
I Read all Gmenil Notes and Warnings before construction of trusses.
No. 2 63
1 ;13
EXP. 3/3 -
6
,�OF
WARNINGS: General Notes, unless otherwise noted:
I Read all Gmenil Notes and Warnings before construction of trusses.
1 Design to support loads as shown. Design conforms to UBC -97 AnVer:1.09(3L)-M
Design bottom
2* Builder and erectlon contractor should be advised of oil Gerieral Notes and
Warnings before can.1ructi-
2: assumes the top and chords to be laterally braced at
2'-0 o.c. and at 12'-0" o.c. respectively.
-
3. 1 3 compression web bracing must be Installed where shown
3 2x4 Impact bridging or lateral bracing required where shown,4 +
4' Insta lation of truss is the responsibility.ot the respectiye con factor.
DATE: 5/27/2003
4. All lateral force twisting elements such as temporary and permanent bracing,
5, Design assumes trusses are to be used in a non -corrosive environmen t'
must be designed and provided by designer of complete structure.
and are for "dry condition" of use -
DES. BY:
S. Computrus assumes no responsibility for such bracing.
No load should be applied to any component mill after all bracing and
6. Design assumes full bearing at all supports shown. Shim or wedge if
necessary- Grilp0rus Inc.
le5L
fasterters are complete, and at no time should any loads greater than design
7 . Design assumes adequate Cl
loads be applied to my component.
C�lscprovicle
bdortahinfaage
8. Plates shall be located on f truss, �ncl placed so their center
SEO.: 1236928
0. Computrus has no central over and assumes no retsponsibility for the
lines coincide with joint center lines. MANUFACTURING . ENGINEERING . COMPUTER SYSTEMS
9. Digits indicate size of plate in inches.
fabrication. handling. shipment and Installation of components.
1 0. For basic design values of the Computrus Plate, indicated by the prefix
7. This design Is furnished subject to the limitations on truss designs set forth
by the Truss Plate institute t."Bracirti; Wood Truss-, copy of
w Itch will be furnished by Computrus upon request.
"C*, see I.C.B.O. R.R. 4211.
11. The Comp trus Net Section Plate is indicated by the prefix "CIN!", the
clesignator"I'l 8) indicates 18 ga. material is used. A 11 others are 20 ga.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #1&BTR 1- 7
BOTTOM CHORDS:
2x 4 OF #I&BTR I - a :,Co
WEBS:
2x 4 OF STAND 1- 7, 9-11 UON
2x 6 OF #2 s
TC LATERAL SUPPORT <= 12"OC. UON.
EIC LATERAL SUPPORT <- 12"OC. LION.
M
CD
,�, I I C-40 7 C-44.3 C-56 I C-30 7 11 C-2 5x4.3
C -2.5x4.3 C-2.5 . x6(S)
Mxll.9
3.00 ii.6,N
12 12
55 -nn -nn A_nq_nF1�n%LnR 14-110-00
TRUSS SPAN 40'- 0.0"
LOAD DURATION INCREASE - 1.25
SPACED 24.0" D.C.
LOADING
LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF
OL ON BOTTOM CHORD = 7.0 PSF
TOTAL LOAD = 37.0 PSF
-TC UNIF LL+DL= 74.0 PLIF 27'- 0.0" TO 34'- 0.0' VERT
BOTTOM CHORD CHECKED FOR JOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCUPAENTLY.
20-00-00 20-00-00
12 C-56.1 12
b. JU F��- 5. W "J6.00
C -2.5x4.3 2 �. C . 75x 7. 7 (S)
C-46 (S)
1.00"
C-1.50.4
C-46
C-2.9,4.1
C -i.50.4
4. *
34-00-00 6-00-00
UBC 97/TPI
SINGLE
MEMBER FORCES 4WRGO
T 1-
-4482
6 1-
4075
W I=
-213 WIO- -2007
T 2=
-4289
8 2=
3525
W 2=
411 W11= -691
T 3-
-3609
8 3-
2891
W 3-
-431
T 4=
-2341
B 4=
2903
W 4=
673
T 5-
-2378
B 5=
-2
W 5=
-855
T 6=
560
8 6=
1236
W 6=
36
T 7-
414
8 7-
IliG
W 7-
1739
8 8-
-269
W 8-
1171
W 9=
-794
Loads as given LEFT =
CANT @ 34'- 0.0"
1253 RIGHT - 2225
BEARING AREA REGUIRED (SO. IN)
EIRG @ 0'- 0.0" 2.00 DF/ 3.09 HF/ 2.95 SPF
BRG @ 34'- 0.0' 3.56 OF/ 5.49 HF/ 5.24 SPF
MAX LL OEFL - -0.216" @ It'- 7.7" L/240 - 1.671"
MAX TL DEFIL = -0.532" @ It'- 7.7" L/180 = 2.228'
MAX LL OEFL - 0.050" Q 40'- 0.0" L/120 - 0.600"
MAX TL OEFL - 0.130" @ 40'- 0.0' L/90 = 0.800"
MAX HORIZ. LL DEFIL 0.144" @ 14
MAX HORIZ. TL OEFL 0.358" @ 14
NOTE: DESIGN CHECKED FOR A 75 MPH
MIND LOAD AT EXPOSURE 'C' (25psf) TO
TOP CHORD CONCURRENT WITH DEAD
LOADS.
.60:1:
n
2_76,
C,F cm,\,
L CU_UV_UV J_VU UV V
Scale:' 1/8" 18-00-00 40-00-00 22-00-00
C a e
A)uter
JOB NAME, DEAN SWANSON (0;)I This -design Prepared_from com inDUt by Rhino @ Ericg&g6iiiigi&� Components
J 0 NAM Q
WARNINGS:
General Notes, unless otherwise noted:
1. Read all General Notes and Warnings before construction of trusses.
1 Design to support 0 ads as shown. Design conforms to UBC -97 AnVer:6.3.5(3L)-F
2. guilder and erect on contractor should be advised of all General Not" and
2: Desig n assumes the top and bottom chords to be laterally braced at
rTE:
Warnings f-Icanstruction commences.
b
3.
1x 3 compression web bracing must be Installed where shown
2'-0 O.c. and at 12'-0* o.c. respectively.
3. 2x4 Impact bridging or lateral bracing required where shown + +
4. Installation of truss is the respomibility pf the respectiye contractor.
D A 5/27/2003
4. A tome resisting elements such as temporary and perniantnt bracing,
lateral
5. Design assumes trusses are to be used in a non -corrosive environment,
"dry
must be designed and Provided by designer of complete structure.
Computrus assumes no responsibility for such bracing.
bracing
and are for condition* of use.
6. Design assumes full beating at all supports shown. Shim or wedge if
necessary. ampuTrus Inc.
0 S 13 Y.
DES. BY: A-211
S. No load should be applied to any component until after all and
loads than design
7 . Design assumes adequateldl.rthnfa.ge isoprovided.
'4
fastenen; are complete, and at no time should any greater
ad .. f
0. Plates shall be loca n truss, iind placed so their center
SEQ.: 1236929
loads be applied to any component.
6. Compulms has no control over and assumes no resper,sihnity for the
lines coincide with joint center lines. MANUFACTURING. ENONEERNG . COMPUTER GY6TEMS
9. Digits indicate size of plate in inches.
fabrication. handling, shipment and Installation of components.
10. For basic design values of the Computrus Plate, indicated by the prefix
7. This design 1. furnished subject to the 11.111.11a.. an truss designs set ferth
by the Truss Plate tristhute tn'graclng Wood Trusses, MID -91 -, a copy of
which will be furnished by Compullus upon request.
I
"C". see I.C.B.O. R.R. 4211.
11. The Computrus Net Section Plate is indicated by the prefix *CN" the
designator 1181 indicates 18 ga. material is used. All others are YO ga.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #I&BTR 1- 6
BOTTOM CHORDS:
2x 4 OF #1&BTR 1- 5
WEBS:
2x 4 OF STAND 1- 8
TC LATERAL SUPPORT <- 12"OC. UON.
BC LATERAL SUPPORT <= 12"OC. LION.
20-00-00 f
12 C -5x6
b.UU L,,-
C-5x9,.4(S)
75 "
C- 1. 5x 3. 4
TRUSS SPAN 401-
, .0011
LOAD DURATION INCREASE - 1.25
SPACED 24.0" D.C.
LOADING
LL( 15.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF
OL ON -BOTTOM CHORD = 7.0 PSF
TOTAL LOAD - 37.0 PSF
TC UNIF LL+OL= 74.0 PLIF 27' .0" TO 34' .0" VERT
BC CONC LL+DL= 50.0 LEIS @ 20' o..
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
Loads as given
20-00-00
12
6 . 00
C-5AA (S)
C�- 1. 5
x3.4
c� lb -3x7.7 C-30. 7 C -2.5x6 (S) 5*0# C -2.5X4.3 C -3x7.7 H C -3x7. 7
C -2.5x4.3 I C-2.56 (S)
14-00-00 12-00-00 N-00-90
34-00-00 6-00-00
Scale: 1/8" 40-00-00
M
C=)
C�
UBC 97/TPI
SINGLE
MEMBER FORCES
4WRGO
T 1-
-2269
B 1-
2004
W 1=
-327
W 5=
144
T 2=
-2241
B 2=
1551
W 2=
626
W 6=
29
T 3-
-1550
B 3-
1040
W 3-
-563
W 7-
-2135
T 4=
-1234
B 4=
1095
W 4=
777
W B=
-657
T 5-
503
B 5-
-449
T 6=
564
CANT @ 33'-10.3"
LEFT 1292 RIGHT = 2236
BEARING AREA REGUIRED (SO. IN)
JOINT 1 2.07 OF 3.ig HIF 3.04 SPF
JOINT 11 3.58 OF 5.52 HIF 5.26 SPF
MAX LL DEFIL = -.064" @ 9 L/240 = 1.678'
MAX TIL DEFIL - -.164" LEI 9 L/180 - 2.237"
MAX LL DEFIL = -.OA6" @ 7 L/240 = .615"
MAX TL DEFIL - -.036" @ 7 L/180 = .819'
MAX HORIZ. LL DEFIL = .022" @11
MAX HORIZ. TIL OEFL - .058" @11
NOTE: DESIGN CHECKED FOR A 75 MPH
WIND LOAD AT EXPOSURE 'C* (25psf) TO
TOP CHORD CONCURRENT WITH DEAD
LOADS.
WARNINGS: General Notes, unless otherwise noted:
1. Read .11 General Notes and Warnings before construction of trusses.
1 Design to support loads as shown. Design conforms to UBC -97 AnVer:1.09(3L)
2. Builder and erection contractor should be advised of all Generial Notes and
2: Design assumes the top and bottom chords to be laterally braced at
W-frigs before .... tru.11o. corninerces.
2'-0 o.c. and at 12'-0" o.c. respectively.
3 1 x3 compression web bracing must be Installed where shown
4* Ali lateml force resisting elements such as temporary and bracing,
3 2x4 Impact bridging or lateral bracing required where shown + +
4: Installation of truss is the responsibili,.tS of the respective contractor.
DATE: 5/27/2003
permanent
must be designed and provided by deolifner of complete tructune.
5. Design assumes trusses are to be use in a non -corrosive environment,
and are for "City condition' of use.
DES. BY: 4�2
DE 13Y
La-
C.mp.trurr . in. no responsibility for such bracing.
S. No load should ba applied to any component urrill after all bracing and
6. Design assumes full bearing at all supports shown. Shim or wedge if
necessary- ampuTrus Inc.
fastmers, are Complete, and at no lime should any loads greater then dwlgn
7 Desiegnsa Tries a.dteqduate drainage is provided.
loads be to
: . hT
8 Plat If belo a n both faces of truss, and placed so their center
applied any component.
lines coincide with joint center lines. NVINUFACTURING ENGINEERING
SEO.: 1236930
.. Cam utru. Its. - conlro. a-- and assumes no responsibility for the
p
. . COMPUTER SYSTEMS
9. Digits indicate size of plate in Inches.
fabrication, handling, shipment and Installation of components.
1 0. For basic design values of the Computrus Plate, indicated by the prefix
7. This design Is furnished subject to the limitations an truss designs at forth
by the Truss Plot. Institute In-Bracling Wood Trusset, HVII-91", a copy of
which will be furrdshed by Computrus upon request.
* C", see I.C.B.O. R.R. 4211.
11. The Computrus Net Section Plate is indicated by the prefix "CN*, the
designator 118) indicates 18 ga. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS
TRUSS SPAN 40'- .00"
MEMBER FORCES
4WRGO
LOAD DURATION INCREASE - 1.25
SIZE SPECIE GRADE
PANEL(S)
SPACEO 24.0" D.C.
TOP CHORDS:
W 1-
-327
2x 4 OF #I&BTR
1- 6
LOADING
BOTTOM CHORDS:
B 2=
LL( 16.0)+DL( 14.0) ON TOP CHORD 30.0 PSF
2x 4 DF #1&BTR
1- 5
DL ON BOTTOM CHORD 7.0 PSF
WEBS:
T 3-
TOTAL LOAD 37.0 PSF
2x 4 OF STAND
I- a
W 3-
TC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VERT
TC LATERAL SUPPORT <- 12"OC, UON.
BC LATERAL SUPPORT <= 12"OC. LION. BC CONC LL+DL= 50,0 LBS @ 20 .01.
BOTTOM CHORD CHECKED FOR iOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
Loads as given
20-00-00 f 20-00-00
12 C -5x6 t2
b . U U J6.00
&��fix9s'4,(�)
.75"
C-1.50.4
C-50. 4 (S)
(2) C -1.5X2.6 or equal at uprightS.
UBC 97/TPI
SINGLE
MEMBER FORCES
4WRGO
T 1-
-2269
8 1-
2004
W 1-
-327
W 5-
144
T 2=
-2241
B 2=
1551
W 2=
626
W 6=
29
T 3-
-1550
B 3-
1040
W 3-
-563
W 7-
-2135
T 4=
-1234
B 4=
1095
W 4=
777
W B=
-657
T So
503
B 5-
-449
T 6=
504
CANT 33'-10.3*
LEFT 1292 RIGHT 2235
BEARING AREA REQUIRED (SO. IN)
JOINT 1 2.07 OF 3.19 HF 3.04 SPF
JOINT 11 3.58 OF 5.52 HF 5.26 SPF
MAX LL DEFL = -064" 9 L/240 = 1.6713"
MAX TL DEFL - -.164" @ 9 L/180 - 2.237"
MAX LL DEFIL = -.016" @ 7 L/240 = .615*
MAX TL DEFL - -.036" @ 7 L/160 - .819"
MAX HORIZ. LL DEFL = .022," @11
MAX HORIZ. TL DEFIL - .058" @11
NOTE: DESIGN CHECKED FOR A 75 MPH
WIND LOAD AT EXPOSURE 'C' (25psF) TO
TOP CHORD CONCURRENT NTH DEAD
LOADS.
C -i.50.4
C -2.5x4.3 at diagonal inlets
M - M
CD
N1,
H
1-3X7.7 C -3x7.7 C-2.56 (S) C -2.5x4.3 C-30.7 C-3xT. 7 CL
C -2.5x4.3 C -2.5x6 (S)
-00-00 12-00-00 14-00-90
1 34-00-00 6-00-00
Scale:' 1/8" 40-00-00
-1 t.,10.
EXP.
T
H. S
WARNINGS: General Notes, unless otherwise noted:
1. Read an General Note. and Warnings before construction of t-,-.
1 Design to support loads as shown. Design conforms to UBC -97 AnVer:1.09(3L)-M
2. Builder and Election contractor should be advised of all General Notes and
2: Design assumes the top and bottom chords to be laterally braced at
Warnings before construction commenc-
3. 1 X3 compression web bracing must be Instaned where shown
2'-0 o.c. and at 12'-0' o.c. respectively.
3. 2x4 Impact bridging or lateral bracing required where shown + +
4. Instal latton of truss is the responsibility of the respective contractor.
DATE: 5/27/2003
4. An lateral foles, resisting elements such as temporary and permanent bmclng.
by designer
S. Design assumes trusses are to be used in a non -corrosive environment,
DES. BY:
must be designed and provided of Complete structure.
Compulms assumes, no responsibility for such bracing.
S. No load should be applied to any Component until after all bracing and
and are for dry condition" of use. /4�1
S. Design assumes full bearing at all supports shown. Shim or wedge if
necessary. CompuTrus Inc.
fasteners, are complete. and at no time should any loads greater than design
7 Design assumes adequate is provided.
bdrtahinfa.ge
8 Plates shall be located on Ces of truss, and placed so their center -
:
SEG.: 1236931
loads be applied to any component.
6. Computrus has no control over and assumes no responsibility far the
lines coincide with joint center lines. WNUFACTURNO . ENGINEERNO . COMPUTER SYSTEMS
9. Digits indicate size of plate in inches.
fabrication, handling, shipment and Installation of Components.
1 0. For basic design values of the Computrus Plate, indicated by the prefix
7. This design 1. fuml had subject to the limitations on truss designs set forth
by the It- Plot. zlht. Irl"ll-Ing Wood Trusses, copy of
which will be furnished by Computrus upon request.
"C" see I.C.B.C. R.R. 4211.
11. The'Computrus Net Section Plate Is indicated by the oprhefix 'CN', the
designator (18) indicates 18 ga. material is used. All ers are 20 ga.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #I&BTR 1- 7
BOTTOM CHORDS:
2x 4 DF #1&BTR 1- 6
WEBS:
2x 4 DF STAND 1-10
TIC LATERAL SUPPORT <- 12"OC, LION.
BC LATERAL SUPPORT <= 12"OC, LION.
M
CD
TRUSS SPAN 40'- DO"
LOAD DURATION INCREASE - 1.25
SPACED 24.0* D.C.
LOADING
LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF
OL ON BOTTOM CHORD = 7.0 PSF
TOTAL LOAD = 37.0 PSF
TIC UNIF LL+DL= 74.0 PLF 27' .0" TO 34' .0" VERT
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
Loads as given
20-00-00 20-00-00
1 . 1, 1
12 C-56 12
b. VU L_- 6. 0! --,,Jb. 00
JAZI.4
U -J. JA / . I
M
C=)
L -e.=
UBC 97/TPI
SINGLE MEMBER
FORCES
4WRGO
3.00
T 1=
-4212
B 1-
3825
W 1-
-137
W 6-
1832
T 2=
-4042
B 2=
3454
W 2=
377
W 7=
-118
T 3-
-3401
B 3-
2779
W 3-
-410
W 8-
195
T 4=
-2630
8 4=
1564
W 4=
615
W 9=
-2576
T 5-
-1622
B 5-
1426
W 5-
-592
WIO-
-662
T 6=
515
B 6=
-461
13 rlipuTrus Inc.
4�z
fasteners am complete, and at no time should any loads greater then design
.
7 Design assumes adequate drainage is provided.
T 7-
517
loads be applied to any component.
8. Plates shall be located on both faces of truss, and placed so their center
lines coincide with joint center lines.
SEG.: 1236932
6. Computrus has no control over and assurries no responsibility for the
9. Digits indicate size of plate in inches.
CANT @ 33'- 8.5'
LEFT 1252 RIGHT = 2216
BEARING AREA REQUIRED (SO. IN)
JOINT 1 2.02 OF 3.12 HF 2.97 SPF
JOINT 13 3.55 OF 5.47 HF 5.21 SPF
MAX LL DEFIL -.207" @10 L/240 = 1.671"
MAX TL DEFIL -.510" @10 L/180 = 2.228 -
MAX LL DEFL .035" @ 8 L/240 - .629"
MAX TL OEFL .088" @ 8 L/180 = .839"
MAX HORIZ. ILL DEFIL - .139" @13
MAX HORIZ. TL DEFIL = .347" @13
NOTE: DESIGN CHECKED FOR A 75 MPH
WIND LOAD AT EXPOSURE 'C' (25psf) TO
TOP CHORD CONCURRENT NTH DEAD
LOADS.
91
No. 27(
Exp. 3/3
rn
G111 �11
3.00
3.00 r
Z
12
12
r CA'
L
34-00-00
6-00-00
17-00-00
16-08-08
6-03-08
Scale:' 1/8"
40-00-00
JOB NAME: DEAN SWANSON (#511
This desion oreoared from comouter inout bv Rhino @ Erickson Buildino Comoonents
WARNINGS:
General Notes, unless otherwise noted:
1. Read an General Notes and Warnings before construction of trusses.
2. Builder and erection Contractor should be advised of oil General Notes and
1 . Design to support loads as shown. Design conforms to UBC -97 AnVer:1.09(3L)
2. Design assumes the top and bottom chords to be laterally braced at
Warnings before construction commerces.
3. 1x3 compression web bracing must be Installed where shown
2'-0 c.c. and at 12'-0* o.c. respectively.
3. 2x4 Impact bridging or lateral bracinq reiuired where shown + +
4. Insta lation
DATE: 5/27/2003
4. An lateral force resisting elements such as temporary and permament bracing,
I v,,
of truss is the responsibili y p the respecti contractor.
5. Design assumes trusses are to be used in a non -corrosive environment,
in t be deal
us gned end provided by desIgner, of complete structure.
and,are for -dry condition* of use.
DES. BY:
Compulms asimmes no responsibility for such bracing.
5. No load should be applied to any component until after all bracing and
6. Des g n assumes full bearing at all supports shown. Shim or wedge if
necessary.
13 rlipuTrus Inc.
4�z
fasteners am complete, and at no time should any loads greater then design
.
7 Design assumes adequate drainage is provided.
loads be applied to any component.
8. Plates shall be located on both faces of truss, and placed so their center
lines coincide with joint center lines.
SEG.: 1236932
6. Computrus has no control over and assurries no responsibility for the
9. Digits indicate size of plate in inches.
M�UFACTURINO . ENGINEERNO . COMPUTER SYSTEMS
fabrication, handling, shipment and Installation of components.
1 0. For basic design values of the Computrus Plate, indicated by the prefix
7. This design Is furnished subject to the limitations on trus. designs set forth
C', see I.C.B.O. R.R. 4211.
by the Tru.. Plot. Institute, tn-grecing Wood T-..-. HIB -91'. . copy of
I I . The Computrus Net Section Plate is Indicated by the prefix 'Chijothe
designator
Ich will be fumished by Computrus upon request.
I 18) indicates IS ga. material is used. All others are ga.
LUMBER SPECIFICATIONS
SIZE. SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #I&BTR 1- 4
BOTIUM CHORDS:
2x 4 OF #I&BTR 1- 3
WEBS:
2x 4 OF STAND 1- 4
TC LATERAL SUPPORT <= 12"OC, UON.
BC LATERAL SUPPORT <= 12"OC. UON.
C:1
TRUSS SPAN 24'- .00"
LOAD DURATION INCREASE - 1.25
SPACED 24.0' D.C.
LOADING
LL( i6.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF
OL ON BOTTOM CHORD = 7.0 PSF
TOTAL LOAD - 37.0 PSF
BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURAENTLY.
1, 12-00-00 1' 12-00 . -00 12
12 C-44.3
Q 1111 1 Ih DII
C -5x5. I (S)
IL 24-00-00 IL
Scale: 114"
CZ)
UBC 97/TPI SINGLE MEMBER FORCES 4WRGO
T 11- -1373 6 1- 1213 W I- _2139
T 2= -1202 B 2= 833 W 2= 439
T 3= -1202 6 3- 1213 W 3- 439
T 4= -1373 W 4= -2Bg
LEFT 888 RIGHT = 888
BEARING AREA REQUIRED (SO. IN)
JOINT 1 1.42 OF 2.0 HF 2.09 SPF
JOINT 5 1.42 OF 2.19 HIF 2.09 SPF
MAX LL DEFL = -.035" @ 7 L/240 = 1.171"
MAX TL DEFL - -.081" @ 7 L/180 - 1.561"
MAX HORIZ. LL DEFIL - .014" @ 5
MAX HORIZ. TL DEFL = .032" @ 5
NOTE: DESIGN CHECKED FOR A 75 MPH
WIND LOAD AT EXPOSURE -C- (2SpSn TO
TOP CHORD CONCURRENT %AnTH DEAD
LOADS.
WARNINGS: General Notes, unless otherwise noted:
I Read all Gesteral Notes and Warnings before construction of trusses.
1 . Design to support loads as shown. Design conforms to UBC -97 AnVer: 1. 09 (3L)
2: Builde, and motion contractor should be advised of all General Notes and
2. Design assumes the top and bottom chords to be laterally braced at
Warnings before cons1ructlon mmmencts.
3. 1x3 compretsion web bracing must he Installed where shown +.
T-0 o.c. and at 12'-0" o.c. respectively.
3. 2x4 Impact bridging or lateral bracing required whereishown + +
4. An lateral force resisting element. such as tenVorwy and permanent bracing,
4. Insta lation of truss is the responsibility of the respect ve contractor.
S. Design assumes trusses are to be used in a non -corrosive environment,
DATE: 5/27/2Od3
must be desrIgned and provided by designer of complete structure.
and are for �dry condition' of use.
Computrus assumes no responsibility for such brechig.
6 . Desig n assumes full bearing at all supports shown. Shim or wedge if
necessary. umpuTrus Inc.
DES. Ely:
r No load should be applied to any componewt Until after all bracing and
7 Design assumes adequate 190provided.
fartesters are complete, ard at no time should my load. greater the. design
. ce
8. Plates shall be located on as f truss, �nd placed so their center J11
idotahinfa.g
SEO.: 1236933
loads be appfled to any component.
G. Computrus has no central over and assumes no responsibility for the
lines coincide with joint center lines. MANUFACTURING . ENGINEERING . COMPUTER SYCITEMS
9. Digits indicate size of plate in inches.
fabrication, handling. shipment and installation of components.
1 0. For basic design values of the Computrus Plate, indicated by the prefix
7. This design Is furnished subject to the limitations on truss designs set forth
by the Tru.. Rate Institute Irt"Bral.,; Wood Truss.. 11111-91", . calty of
which will be furnished by Compulms upon request.
" C', see I.C.B.O. R.R. 4211.
11. The Computrus Net Section Plate Is indicated by the prefix "CN', the
designator (.18) indicates 10 ga. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS
TRUSS SPAN 24 ' '- .00"
UBC 97/TPI SINGLE MEMBER FORCES 4WRGD
1 Design to support loads as shown. Design conforms to UBC -97 AnVer:I.Dg(3L)-M
LOAD DURATION INCREASE - 1.25
T 1- -1373 B 1- 1213 W 1- -289
SIZE SPECIE GRADE PANEL(S)
SPACED 24.0' D.C.
T 2= -1202 B 2= 833 W 2= 439
TOP CHORDS:
T 3- -1202 0 3- 1213 W 3- 439
2x 4 OF #I&BTR 1- 4
LOADING
T 4= -1373 W 4= -289
BOTTOM CHORDS:
LL( 16.0)+ OL( 14.0) ON TOP CHORD = 30.0 PSF
must be and provided of complete structure.
C mput s assumes no responsibility for such bracing.
r N: load 'ehould be applied to any component until after all bracing and
2x 4 OF #1&BTR 1- 3
OL ON BOTTOM CHORD = 7.0 PSF
LEFT sea RIGHT 888
WEBS:
TOTAL LOAD - 37.0 PSF
are complete. and at no should greater
2x 4 OF STAND ' 1- 4
SEO.: 1236934
BEARING AREA REGUIRED (SO. IN)
lines coincide with joint center lines. MMUFACTURING. ENGINEERING . COMMTErt SyStEMS
9. Digits indicate size of plate in Inches.
BOTTOM CHORD CHECKED FOR iOPSF LIVE LOAD. TOP
JOINT 1 1.42 OF / 2.19 FIF 2.09 SPF
TC LATERAL SUPPORT <- 12"OC, LION.
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
JOINT 5 1.42 OF / 2.19 HF 2.09 SPF
BC LATERAL SUPPORT <= 12"OC, LION.
MAX LL DEFL = -.035" @ 7 L/240 1.17l'
NOTE: DESIGN CHECKED FOR A 75 MPH
VIIND LOAD AT EXPOSURE 'C' (25psf) TO
MAX TL DEFL = -.081" @ 7 L/180 1.561"
TOP CHORD CONCURRENT V4ITH DEAD
MAX HORIZ. LL DEFL - .014" @ 5
LOADS.
MAX HORIZ. TL DEFL = .032" @ 5
Truss designed for 4x2 outlookers 2x4 let -ins of
the same size and grade of structural top chord.
2-00-00
12-00-00
Insure tight fit at each end of let -in. Connect with
C -2.5x4.3 at each end and C -1.5x2.6 at
12
center of board (LION). Refer to Seq No 056943 for
12
C-44.3 --- lh (11)
plate placemnt detail.
M
c:3
I
C -5x5. i (S)
Scale: 1/4"
24-00-00 1
;X2.6 or equal at uprights.
WARNINGS: General Notes, unless otherwise noted:
1. Read all General Notes and Warning. before construction of trusses.
1 Design to support loads as shown. Design conforms to UBC -97 AnVer:I.Dg(3L)-M
2. Builder and weation contractor should be advised of all General Notes and
2: Design assumes the top and bottom chords to be laterally braced at
Warnings before construction mmmerices.
3. 1 x3 compression web bracing must be Installed where shown
2'-0 o.c. and at 12'-0" o.c. respectively.
3. 2x4 Impact bridging or lateral bracing required where shown + +
4. Ali lateral tome resislIng elements such as temporary and permanent bracing,
4. Installation of truss is the responsibility pf the respectiye contractor.
5. Design trusses are to be in non -corrosive environment,
DATE: 5/27/2DD3
designed by designer
assumes used a
-dry
must be and provided of complete structure.
C mput s assumes no responsibility for such bracing.
r N: load 'ehould be applied to any component until after all bracing and
and are for Condition" of use.
6. Design assumes full bearing at all supports shown. Shim or wedge if
necessary. EimpuTrus Inc.
DES. BY:
fastmers time my loads than design
7 Design assumes adequate drainage is provided.
are complete. and at no should greater
a. Plates shall be located on both faces of truss, and placed so their cente r
SEO.: 1236934
loads be applied to any componerit.
e. Cornputrus has a control over and assumes no responsibility for the
lines coincide with joint center lines. MMUFACTURING. ENGINEERING . COMMTErt SyStEMS
9. Digits indicate size of plate in Inches.
fabrication. hm;Ing. shipment and Installation of components.
10. For basic design values of the Computrus Plate, indicated by the prefix
7. This design Is tuanhhed subleat to the limitations on truss designs set forth
by the Truss Plate budItule In-Bmctng Wood Trusses. HIB -91'. a copy of
fhfch will be furnished by Computrus upon-requesi.
" C', see I.C.S.O. R.R. 4211.
11. The Comput,us Net Section Plate is indicated by the prefix "CN', the
designator (IS) indicates 18 ga. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #1&BTR 1, 2
BOTTOM CHORDS:
2x 4 OF #I&BTR 1, 2
WEDS:
2x 4 OF STAND I
TC LATERAL SUPPORT <- 12"OC. UON.
BC LATERAL SUPPORT <= 12"OC, UON.
2-06-00 2-06-00
12 12
C-44.3 \�'2 - UU
4, 0"
U
5-2.5xU C-1 .50.4 C -2.5x4.3
5-00-00
Scale: 3/8"
TRUSS SPAN 5'- .00"
LOAD DURATION INCREASE.;.1.25
SPACED 24.0" 0
LOADING
LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF
PL ON BOTTOM CHORD = 7.0 PSF
WTAL LOAD = 37.0 PSF
BOTTOM CHORD CHECKED FOR iOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
UBC 97/TPI SINGLE MEMBER FORCES 4WRGD
T 1- -122 8 1- 79 W 1- 35
T 2= -122 B 2= 79
LEFT 185 RIGHT 185
BEARING AREA REGUIRED (SO. IN)
JOINT 1 .30 OF .46 FIF .44 SPF
JOINT 3 .30 OF .46 HF .44 SPF
MAX LL DEFL = .000" @ 4 L/240 = .221'
MAX TL DEFL - -.001" @ 4 L/180 = .294"
MAX HORIZ. LL DEFL = .000" @ 3
MAX HORIZ. TIL DEFIL - .000" @ 3
NOTE: DESIGN CHECKED FOR A 75 MPH
WIND LOAD AT EXPOSURE *C' (25PSF) TO
TOP CHORD CONCURRENT NTH DEAD
LOADS.
WARNING6: General Notes, unless otherwise noted:
1. Read all General Notes and Warnings before construction of trusses.
' - Design to pporth.cads as shown. Pesign conforms to UBC -97 AnVer: 11. 09 M)
2. Builder and erection contractor should be advised of all General Notes and
2. Design as=eS t d a
�o� and bottom chords to be laterally brace
Warnings before construction co,mmences.
3. 10 compression web bracing must ballurtalled where shown +.
2'-0 o.c. d at 12 o.c. respectively.
an
3. 2x4 impact bridging or lateral bracing required where shown + +
4. AD lateral force resisting elements such as temporary and permanent bracing,
4. Insta lation of truss is the responsibility of the respectiv contractor.
'a
5. Design assumes trusses are to be used in a non -corrosive environment,
DATE: 5/27/2003
must be designed and provided by deitillmer of complete structure.
and are for -dry condition" of use.
DES. BY:
Computrun, assumes no responslblflty for such bracing.
S. No load should be applied to any component unin after all bracing and
Desig n assumes full bearing at all supports shown. Shim or wedge if
necessary- arnpuThis Ific.
fastenm are co plate, and at no time should any loads greater than design
7 . Design assumes adequate drainage is provided.
8. Plates shall be located on both faces of truss, and placed so their center
SEQ.: 1236935
leads be applied"to any component.
Computrus has no control over and assumes no responsibility for the
lines coincide with joint center lines. MANUFACTURING . ENGINEERING . COMPUTER SYSTEMS
9. Digits indicate size of plate in inches.
litirtartl n. handling, shipment and Installation of components.
.;
10. For basic design values of the Computrus Plate, indicated by the prefix
7. This dest Is turrilshed subject to the limitations on truss designs set forth
by the T_. Plate Institute tn"Bract.9 Wood Truss-, HM -01 copy of
which will be furnished by Computrus upon requeft.
" C", see I.C.B.O. R.R. 4211.
11. The Computrus Net Section Plate is Indicated by the prefix "CN'. the
designator (18) indicates 18 ga. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #i&BTR 1. 2
BOTTOM CHORDS:
2x 4 OF #1&BTR 1. 2
WEBS:
2x 4 OF STAND i
TC LATERAL SUPPORT <= 12"OC, LION.
BC LATERAL SUPPORT <= 12"OC, LION.
M
C=)
5 �
Scale: 3/8"
2-06-00 2-06-00
12 12
'2"' V C-44.3 1d.UU
A A - N
5-00-00
TRUSS SPAN 5'- DO"
WARNINGS!
UBC 97/TPI SINGLE MEMBER FORCES
4WRGO
LOAD DURATION INCREASE - 1.25
1. Read all General Not- and W.ml.gs before construction of trusses.
T 1- -122 B 1= 79 W i=
35
SPACED 24.0" D.C.
2. Sunder and creation contractor should be advised of all Gmeral Notes and
Warnings before constmation commences.
T 2= -122 8 2= 79
LOADING
3. U3 compr"slon web bracing must be Installed where shown +.
LEFT 185 RIGHT
185
LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0
PSF
contractor.
5. Design assumes trusses are to be used in a non -corrosive environment,
OL ON BOTTOM CHORD = 7-0
PSF
BEARING AREA REGUIRED (SO.
IN)
TOTAL LOAD - 37.0
PSF
JOINT 1 .30 OF .46 HF
.44 SPF
e5t
fastmeni are Complete, and at no time should any loads greater than dafgn
JOINT 3 .30 OF .46 HF
.44 SPF
BOTTOM CHORD CHECKED FOR iOPSF LIVE LOAD.
TOP
8. Plates shall be located on both faces of truss, and placed so their center
AND BOTTOM CHORD LIVE LOADS ACT NON -CONCURRENTLY.
S. Computms has no conlrol over and assumes no mponsibillty for the
lines coincide with joint center lines.
9. Digits indicate size of plate in inches.
MANUFACTURING . ENGINEERING . COMPUTER SYSTEMS
MAX LL DEFL = .000" @ 4 L/240
.221"
MAX TL DEFL - -.00i" @ 4 L/180
' C", see I.C.B.O. R.R. 4211.
Truss designed for 4x2 outlookers 2x let-
MAX HORIZ. LL DEFL = @ 3
.294"
Ins off the same size and grade of
.000"
designator 118) indicates 18 ga. material is used. All others are 20 ga.
structural top chord. insure tight fit at
MAX HORIZ. TL DEFIL - .000" @ 3
each end of let4n. Connect vAth C -2.5x4.3
NOTE: DESIGN CHECKED FOR A 75 MPH
at each end and C -i. Sx2.6 at center of
WIND LOAD AT EXPOSURE 'C' (25psf) TO
board cuon).REFER to seq.no.056943 for
TOP CHORD CONCURRENT NTH DEAD
plate placement detail.
LOADS.
(2) C -1.5x2.6 or equal at uprights.
WARNINGS!
General Notes, unless otherwise noted:
1. Read all General Not- and W.ml.gs before construction of trusses.
1 . D:sign to support loads as shown. e5ign
2 D,sign bottom be
conforms to UBC -97 AnVer:1.09(3L)-M
2. Sunder and creation contractor should be advised of all Gmeral Notes and
Warnings before constmation commences.
. assumes the top and chords to laterally braced ap
2 0 o.c. and at 12'-0" o.c. respectively.
3. U3 compr"slon web bracing must be Installed where shown +.
3. 2x4 Impact bridginq or lateral bracing required where shown + +
4. Insta lation of truss is the responsibility of the respective
DATE: 5/27/2003
4. An lateral force misting elements such as temporary and penrument bracing,
contractor.
5. Design assumes trusses are to be used in a non -corrosive environment,
..9 be designed and provided by designer of complete structure.
and are for "dry condition" of use.
DES. BY:
Comptalux assumes no responsibility for such bracing.
5. No load should be applied to any component -in after all bracing and
6. Design assumes full bearing at all supports shown. Shim or wedge if
necessary.
umpuTrus Inc.
e5t
fastmeni are Complete, and at no time should any loads greater than dafgn
.
7 Design assumes adequate drainage is provided.
loads be applied to my comparcrit.
8. Plates shall be located on both faces of truss, and placed so their center
SEO.: 1236936
S. Computms has no conlrol over and assumes no mponsibillty for the
lines coincide with joint center lines.
9. Digits indicate size of plate in inches.
MANUFACTURING . ENGINEERING . COMPUTER SYSTEMS
fabrication, handling, shipment and Installation of components.
1 0. For basic design values of the Computrus Plate, indicated by the prefix
7. This design 1. f-T.h.d subject to th. limll.111-ir an It- design. ot f.Yth
' C", see I.C.B.O. R.R. 4211.
by the Truss $Rate Institute In'llrecing Wood Tirusses, NISI -011", . capy of
11. The Computrus Net Section Plate Is Indicated by the prefix "CN", the
which win be furrilshed by Computrus upon request.
designator 118) indicates 18 ga. material is used. All others are 20 ga.
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
1)4 , / t -Q f? 6�
Recorded
Official Records
Count
BUTTE"
CANDACE J " GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
12:04PM 15-14ar-2004
X+ 1 -7-7
REC FEE 10.00
COPIES 2.50
Barbara
Page I of
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 PROP OWNE S:
-J
State of California
County of �'"o
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) ted, executed, the instrument.
S, j, u
my , offei,
WITNESS my and and official seal.
TMMY
Signature R. FRffSCH
Commission # 1400821
Notary Public - California
Yuba County
A.P. # My Comm. Expires Feb 14,2007
R'a"
IM111111111111111 10111
*'- X f-10 (D — -41h, OVIS
374 33R I
23003 1
I
botmoosR
ItMODOR 151,3010
10AVO3
TUG
elam A 33AM
mb-to2sR
mmia YRAMROR
t(TO1111A
14q#O:Sl
3.!d,,19 Vick v
0% \"
Z%
Order No. 00212205-004
EXHIBITA
THE LAND REFERRED TO -HEREIN IS DESCRIBED AS FOLLOWS:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE.OF CALIFORNIA,
DESCRIBED AS FOLLOWS:
LOTS 6, AS SHOWN ON THAT CERTAIN MAP FILED, "SUBDIVISION ON ONSTOTT TRACT, BUTTE COUNTY
CALIFORNIA-, WHICH 14AP WAS RECORDED IN THE OFFICE OF THE RECORDER OF.THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, DECEMBER 5, 1910, IN BOOK 8 OF MAPS, AT PAGE 22.
AP NO. 022-203-030
1
RECORDING REQUESTED By'
Bidwell Title & Escrow Company
AIND WHEN RECORDED MAIL TO*
Name Dean Swanson
Street 1000 Itow Court
Address
IIIIIIIIIIIIIIIIIII IIIII IIIIIII III
-3 _00r=,C3r=3,,4a
2- Q1 (b -
Recorded I REC FEE
official Records
County Of
BUTTE
CANDACE J. GRUBBS
Recorder
ROSENARY DICKSON I
Assistant I Kathy
laq:06AM 06 -Oct 2003 1 Page I of 2
city.state Penryn,CA95663
Bp CORDER'S USE
OrderNo. 00212205-004 SPACE ABOVE THIS LINE FOR R
INTERSPOUSAL TRANSFER DEFD
AP# 022-203-030 STITUTION ARTIct.F.-I3 A SEC -1 . � ET. SEQ
Fp
,oM RE,�PPPLAJSAL UNDFIC-CALIEPRNIA QON
(EXCLUDED SCROW COMPANY
TIM Fopm FURNIsHED By BIDWELL TITLE & F
This is an Interspousal Transfer and not a change in ownership under Sec. 63 of the Revenue and Taxation Code and Grantor(s)
appraisal:
has (have) checked the applicable exclusion from of
0 A transfer to a trustee for the beneficial use of a spouse, or the surviving spouse of a deceased transferor, or by a trustee
such a trust to the spouse of the trustor th a property settlement agreement Or decree of dissolution of
0 A transfer to a spouse or former spouse in connection wi
marriage or legal separation, R & T 11927or s, or any co-owners interest R & T 11911. of such spouse in the
transfer, or termination, solely between spouse se in exchange for the interest
0 A creation, or former spou e or legal separation.
C1 The distribution of a legal entity's property to a spouse ree of dissolution of a marriag
legal entity in connection with a property settlement agreement or a dec
0 Other —. LE CONSIDERATION, receipt of which is hereby acknowledged,:
FOR A VALUAB
Dean Swanson, a married man
hereby GRANT(S) to
Dean Swanson and Effie Swanson, husband and wife as Joint Tenants
the following re al property in the Unincorporated Area, County of Butte, State of California:
SEE ExHIBIT A ATTACHED HERETO AND MADE A PART HEREOF
4 �tember 15 2003
Datc, eVt � Z5,"
Dean Swanson
STATE OF CALIFORNIA I SS: d State, personally appeared
cou����� WON me, the undersigned, a Notary Public in and for said County an
On
to me (or proved to me on the basis of satisfactory evidence) to
Personally known
be the person(s) whose name(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
nature
MAIL TAX STATEMENTS TO SameAsAbove
4 LYNME GARTON
COMM4 1351379
0
NOIARY PUBLIC -CALIFORNIA
COUNTY OF BUTTE
(,,Omm. Expires Aprll 17, 2006
(Th . is areafor OjTcial notorial seal)
INTERSPOU
Existin 1". R Total of Fixtures
costs S 4,7%,$3 1,956.26 stuveyed
kWH 29,947 12,227 60 W -We
Tru-Bnte EnerFy M:ffuCerncnt Inc Confid=tO '18/2002 01 0385E xU p,,Ve I of I
0
e
0
Facility
Survey Report
01.0385E
PG&E
Mac -Cali
Reality Corp.
760 Market St.
San Francisco, Ca.
kW rate:
0.160
120v x
277v
........................................................
................................................................................................................
:Location 'Exi fing
qty
Trq posed
:.An
rtual Savings
Une,
am
(Ity
description
L
watt
hours
waft'
. qty.
description
L
refl
note
houts
wafts'
kWH
cost
..........
; ............ ...... ........... ..................................................................................................................................
.......................
11 ........................ .................
. ...............................................................................
...............................................
1
314
2
2x4
Troffer
4
34
3548
144
2
2x4
Troffer
2
F032
At
T -8s & Bat
3548
59
603
$
97
2
321
3
W
Troffer
4
3-1
3548
144
3
2x-4
Truffer
2
F032
At
T -8s & M
3548
'59
905
145
3
344
6
2x4
Troffer
4
34
3548
144
6
2x4
Troffer
2
F032
At
T -8s & Bat
3548
59
1,809
$
290
133
I
bd
Troffer
4
34
3848
144
1
2x4
Troffer
2
F032
At
T. Ss & Bat
3848
-59
327
5,
52
5
434
14
2x4
Troffer
4
34
3848
144
14
2x4
Troffer
2
F032
At
T -8s & Bat
3948
59
4,579
$
733
6
434
1
CE
1
75
3848
75
1
0
CF
I
CFL
S/I
Cornpwt
3848
2S
191
$
29
7
437
6
2x4
Troffer
4
34
3848
144
6
2x4
Troffer
2
F032
At
T -8s & Bat
3848
59
1,962
$
314
9
443
2
CF
1
75
3848
75
2
0
CF
I
CFL
S/I
Compau
38-18
28
362
S
58
9
444
1
2x4
Troffer
4
34
3848
144
1
2x4
Troffer
2
F032
At
T -8s & Bal
3848
59
327
$
52
IAD
44S
7
CF
1
75
3848
75
7
0
CF
I
CK
S/I
Compact
_M48
2S
1,266
$
203
11
447
5
2x4
Troffer
4
34
3848
144
5
2x4
Troffer
2
F032
At
T -8s & Bat
3848
59
1,635
$
262
12
454
1
2x4
Troffer
4
34
3848
144
4
2x -I
Trof fez
2
F032
At
T-gs & Bat
3848
59
IMS
209
13
455
4
2x4
Troffer
4
34
3848
44
4
2x4
Troffer
2
F032
At
T -8s & Bat
3848
59
1,308
$
209
14
456
3
2x4
Troffer
4
3,4
3848:
144
1 3
2W
Troffer
2
P032
Ar
T�$s & M
3848
59
9SI
_5
157
15
456
1
2x2
Troffer
4
20
3848
100
1
2x2
Troffer
4
F017
2'
T -8s & Bat
3848
57
165
$
26
0
0
17
0
0
0
0
0
0
19
0
0
0
0
$
20
0
21
0
0
0
0
$
22
0
0
0
23
0
0
0
0
$
24
0
0:
0
0
25
......................................................
I ..................................................................................................................................
0
...........................................................................................................................................................
0
0
0
$
Existin 1". R Total of Fixtures
costs S 4,7%,$3 1,956.26 stuveyed
kWH 29,947 12,227 60 W -We
Tru-Bnte EnerFy M:ffuCerncnt Inc Confid=tO '18/2002 01 0385E xU p,,Ve I of I
Order No. 00212205-004
EXHIBIT A
THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA,
DESCRIBED AS FOLLOWS:
LOTS 6, AS SHOWN ON THAT CERTAIN MAP FILED, "SUBDIVISION ON ONSTOTT TRACT, BUTTE COUNTY
CALIFORNIA-, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF 6ALIFORNIAI DECEMBER 5, 1910, IN BOOK 8 OF MAPS, AT PAGE 22.
AP NO. 022-203-0130
'Project Summary PG&E NR.0014
Cathedrail Hill Hotel 1101 Van Ness
Quantities
Fixtures Surveyed 609
Fixtures to be Retrofit - ECMIS 609
*Energy Conservation Measures
Energy. Comparison & Annual Savings
Existing Energy Consumption: kWH
Lighting Energy Cost: 0.175
Proposed Energy Consumption: k
Lighting Energy Cost: 0.175 ,,
Annual Energy Savings:
Tru -Brite Energy Management Inc. Confidential 11/1312002 Summary
Annual Energy Cost savings $ 28,951.98
Energy Avoidance %
43%
Project Cost
Project Cost
$
31,566.50
Returnon''Investment
w
Energy Cost Savings (first ar)
t
$
28,951.98
Monthly Energy Cost Sa gs
<first
2,412.67
Return on Investment year)
91.72%
Total Five Year Profit
$
113,193.41
Total Ten Year Profit
$
257,953.33
Payback Period
vears
1.09
ustomer respQn -for
sible any PCB:BaHast dis s�! f,
po. ees*.*.
Tru -Brite Energy Management Inc. Confidential 11/1312002 Summary
04/26/2004 MON 09:58 FAX
( novilec"T.,
Neveen-1,nc.
4832 Cory Ct.
C;rn%iC_hatLCa,q,5_6,08_. - , - - ,
Tck 916.487.8394 Fax; 916.494.0713
Cellular. Phom.-94 &%52_72-32--To"m*:- 8A#-.234-24-.T6-EKt;-5622-\
April 23, 2004
Mr. Michael-Vi�ira
Chief Building Official -
County. Gf- tte
7 County Center Dr.
orovillej ca-951�65
Re: CPVC use in Biggs Ca
10005/005
/*_ CC— 60 09 1(
The 2001 California Plumbing Code, Section 604.1.2 allowing CPVC to be used in for
hot-and-cold-water-dist-ribution-systefn-within-residemial- di -a ng
btffl ffg s 16 1 as the following
conditions are satisfied. Part (d) section 30 1.0 of appendix I of this code, Installation
standard-for-CPVC s*o,Nent- Cemented Hot and Cold'w'ate r da' stributions systems, IAWO
U.
IS 20-98, page 341 of the CpC, Below is part,A FindingTeq tremprit.
The attached water reports show the water 'to be aggressive Biggs - Ca and has very hard
water, the aggrqsiye. index �jj is 1zQrrosiye_.The ater. in.-Biggs-is-aL%O-hudLas-welLaA,
_w
the aggressive index at 11, 7 anything over 11. 5 is considered corrosive. The report is
war,hed and -on -the explanation page.4---, - - -
Sincerely,
Harry D. Moos
Piping_Consultant-Flow QWdGGld-1CP-V
Vcc. B&D Plumbing
;/k,iman-Sales-
The-Spec-ialty-Chemkah-hmov&tor-
-13e7
04/26/2004 MON 09:57 FAX
--.Mona, I rch--
Ld b-0-r'a td ry;, 1-n't.
NOVEON I NC -
4832 CORY COURT
CARIACHAEL. CA 95=1 --
Sample ldenbficaban.- 8+0 PUB, PRVIX AVE., BIGGS
Dak.&Tfte. Takeft- 04ff3RW-4 � - - , 1144�
Coffwfed By. 14ARRYMOSS
Sampk-Mafr&z- L i%W- ,
Raceivad- - OW&MC. - , chant- -NG%w6- -
Oftr Dafa* F-jjWMESnC SUITAEWjyy
---------- 1Z �(%� 0 0 5
563 EAsT LINoo AvENUE
CHico,-CALm-oamA 95926
PHONE (530) 343-5818
Page 1 of 4
TEST REPORT: 715149
RWAVf-Dak. -04023MM4�
R-Sluft fOt SBnWlr
Ztfit4g-
Paramter
Re-sutt
unit
MAL
30t
AggressNp-hoder-
......
102
LangrierigOOc
0.38
rng1L
OLS
103--
L2W)Rr S2tlrdAX-
-(ba, ,
M
DLS,\
104
pH. DrWdng Watier
7A
igL\
0.1
M5-
Tew"no", Dmwwwmw-
Is
degrees C
oc�
=
Acidic Turbi*, DMWng waw
0.26
NTU
0.05
M7
AlloW Dd*na Water
230
MOIL
2.0
108
81carbonares,13finicing-Wamr
2[a -
nvk---,
2,a,
109
Carbonates. Drinldng WaLer
<1A
ffv1L
1.0
HCL
TutatHardness-Odaking.Water. -
21-9-
311
Speeffic Co�duccma-Drir* Water
490
urnhostam
1.0
)12
Cakitsm. Drinft Water
40
mgfL
0.81a
113
tAqgnftsiumj)r1n1uN^pr.
29-
314
P=ss�xn, Ur��ng V�T
0-77
MOE
HIS
As-
sQ*jfn'Drk*kwvvMr-
0-
MA
oblo�
IiU
Suffalte. 1364ing Wawr
cQA5
MOIL
GA5
III
Chloride. Drink! g Water
P I
8.8
I I mat
1.0
An;e~Debft-ftuSaawfi-
2-M49- - - .
Parameter CAS
Method
Battle Analyzed
By .
3M.
- AQ8M9sivP-lnde3L..
......
M2
Lw4ierQGGc
AVVwA\fA8,Ka3. 1822
Dql=004
OLS
ID3-
1. angfier S;r Inct x-
AYW&V-4010-,
04fMOW-
DLS,\
104
pH. Difftkft Water
EPAIdethudIS0.1
OV15/2004
CMW'
la5-.
TerapemweD&Nn(�wmer
EPAMediod-I1aA--'-
OVtV2M4--
oc�
308
A&ic. TL*.ft Dd*np Water
EPA.Yxftd 1 -40. 1
OV150-04
cu
10 -
A&grky. DArMng-Warer
SK23209--
04fmw-
-s'
DLS'
108
Bicaitonnes. Ddrd4ng Water
SM 23203
041J50004
Jos
M(L
- -
SM-7s2m - -
Q4f15r2Q04----
'JBS-,-'
10003/005
Mo'narchv 553 EAsT LINDo AvENup.
Ubaratary,- In '41co, CNJE0RM&q5?2jk
PHONE (530) 343-5818
paga-2 U� 4
IFESI REPORT- 215149
Analyfical
Debilt fog- SawnpLq21 5149
Parameter.
CAS_
Method—
By
112 CWLJLVfl. Dikowrlo V4=
SmMia
04A512QU
OLS
n MaFeSium.-0"nWVJAL'U
SUMB
(WIT2004
OLS
114 Potassium, DrIn1drig Wawr
SM3111a
115 soam, Ddwna wawr
SM311fB
W&2004
DL.S
lie Sur". af*jv wa*r
SM14500.% o.F
cj
117 Chlwkle. 01inft v4wr
SM450&CL-a
0412MMM
jas
B9ft
IWO fQUqa_m_jj&21fiM&_-
Softie
Derived in Lsb From
010�HSR
01? PPEPARED. 8aM.FFLASM5o_mL 104M..
Aft Sample- VAN&
sampla
0ericiriPtion
Restilt
Value
Lhift
%
Mank
Standar&__
Standard
8.0
Slandar(L.
f S.-
Dupricats
2.1
2A
NTU,
Verijipd'8&jVAW 13,-A DLS)
Standard
5.3
6.0
Igo
Standard
20
M
Ica
SMdard
50
60
M -W.1
Moo
'15104
Dupadme
16
I'S
MOIL
a
45184
193-
MOL".. . .
1q
spike
1919
IGO
LCS--.
Xb__
-MGr'de'Df'Rk'n9VrA@f (A"B'Ped;04FArAU 1700 JEIS
Vefffied:DU2WM 17:46 DLS)
15140
S%ndatd-
oupticM
M-
e.8
i0m
mqlL
go
6.8
!Pecific C0n&wbnceJ)siPk WaWr (Analped., avurAg4 17M CMW VerifiedWOMM 41M CLS
MgIL,
0
Blank
1.0
urnhoqfm
Seffndard
74
71
Urnhogem
104 -
Standard.. -
340-
3W
urnhwem- '
'Go,
J�w
Standard
1380
102
Umhostarn
go
115055
Dupac". -
%to_
low-
urnhoslorn
0\1
Dupritate
930
930
umhoWern
a
0"kaL—
ax—
6120
umhostcrn
a
r (Analgwid: WWAM 4700 JGS
15084
Standarq
230
250
M90L
92
IMB4
DupAaaw
Duplicate
Q.10
41.0
Q.fo ,
Pn!;�_
3!eaftnAes.-Ddnking,W�rter'(Afl2Wed*-WI52DU-.VMJ&S_
< 1.0
MWL
M6narch-,
L a' b-arato ry; - -, Ine.
S63 FMY UNDO AVENUF
CHtC.0...CAUF0RN1A.9 wg�
PHONE (530) 343-5818
Page 2, of 4
IESI REPORT: 215149
2ma Lity-&xpj&M
for am
sc-r wmligmpk 215`149
sample-
Result - Wue-
v
11:x'iit-.
Bicarbonates. Dfinkkg Water (Analyzed: 041=ffid 11M JOS
verffiv& 0&rMFAW %:30 DLS)
Z-1 516k,
S& -
w
mgfL
all,
Pctnskm. DhWms Water (AUWe*-W1VaM i2W DLS Veffied:UKUM 13:54 QLS�
SwWard
0.50
040
MA
SWdar4
to_
S'landard
.2.0
2.0
rng1L
Ica
Standant-
5--0--
51.0-"
rnpIL
ta�
M5,110
Dupfronte
U
15
MOIL
0
Spihe
0.95
mg1L
M
115170
40!?
ales
MQA-
lo�
LCS
2.02
1 .00
MWL
IGO'
Magnesium Ddnking.Water- (AnaWe(tfW.i=&.j-jw DLS-.. VeMed-WISQUUC.
13--:54-IDLS-),
Sandard
i.1
I.&
Standard-
'Izndard
51-
S
0.9
1
M01
go
M Sion
Standwd-
Doca-w
20-
14
20
mgfL
too
!15iao- '*
Spike
14
mgA-
a
Mien
Sok
8.7
Mq&
IU3
,
0-7
vn9ft-- -
im,
LCS
17.4
Vefffie,&WiG2W-j3:54-
DLSj-- . .
St3ndard
5.0
5.G
rn9fL
100
Slandad-
to
to
mg/L
to
SMA!",
, - rd
25
too,,
A 51.84
SMdard
50
100
'1504
EWC2.11411
V3
M-
MIA
0\
spike
12
rng1L
102
12
F"wL
103
21A.-
MOIL -
Sulfate. DrinUng Water (hu#wd:owVM4 jUU0 DLS
Vedfied'OWVAM 133S DLS)
Standard.
44.
5 -0 --
Standard
to
In
tro/L
Stindard-
vs.
1,5--.- '
rA91L
Standard
20
20
rngiL
too
Standard
25
25
mg/L
i0o
Standard
34
35
MIVL
07
!�wndard- -,
40. - -
40-
rMO4--
DUPH0210
to
to
MA
Spike..
211-1-
mqfL- --
Spike
20
M91L
97
2D.0
rng1L
04/26/2004 MON 09:57 FAX
I ,
Monarch
L 'b to - - In'
a o a ryf c.
0001/005
- - - - - - - - - - I . G-1 V4
563 EAST LINDO AVENUE
CHIM. CAUFOWdAM926
PHONE (630) 343-5818 1
Assurance-Wam-Sia-WMLSBMWB-.ZU149-
Page-4—Q� 4
TEST REPORT; 215149
Sample
DescriPtion Result
VWue
unk
pfl.-DrinkiwWAw- (,AnatpP-d-GUIS2M--170a-CW- VerffiVA-I&W401W 3,-A-DLSJ-1
Standard T.0
7A
su
Smndard- 101.
IILIL
su-
S[andard 4.0
4.0
sti
100
S&mdard-
su--
tw
Standard 10.1
-5.3-
Duplicaw 84-1.
LCS 7.0
7.0
SU
Baffief: 0`1 OTHER
M-41MR- -
Dr—
A/1412004
00:49 DC
IbIffe-f- - M PREPARED WT-TLE-PLASTlC.2LKL_ HKO�I\oc
WMAG4 02:40
WINM
Afaref hardriess is classified as wry hard and slighdy agomsive an mataric pip@ -q and fbmjrer,. Wmr sources wft high bfcarborms can cause
ime� copper pipe p0no-pmblerm- in. M-1-5 YR2M--WAersowre--,w*h*ser chImidmand-3uhte IN�L6t� & r owr for a
4- eat dk- PbF#G- qWer-
Ape. This bieffitafize level VA leave vWite res)due marks on glass and Ofinny meaic 5uh0e. Over firne ihese wzer marks ewh the glossy
wrtaw. W- IpIng ftsuftes dry rriniftmes-te-probiem_
I
! F