HomeMy WebLinkAbout047-500-012NOTES
w'
RESIDENTIAL
PERMIT NO. —!047=500=012 04=1267
LANDROS
4750 SONGBIRD DR, CHICO
Cont: RUSSO CONST
RENEWAL BP02-3314
11 SPECIAL. CONDITIONS 11
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
r
y.
r JOB FINALED (Date)
Signature
CHECKED
BY
J=OK
0 = Not OK
. = NotReadyable
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Soils; Special MH Support Sketch
3.
Sewer; Location -Test -Fall -C/O -Concrete
4.
Water; Location -Test -Easement Needed (Sketch)
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
7.
Well Clearance & Disconnect
8.
Utility Clearance
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
Date
11.
Card B-1 Date Card B-1
Date
12.
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
Card B-1 Date Card B-1
2.
Footings; Size -Spacing -Marriage Line
Card B-1 Date Card B-1
3.
Gas; MH Test -Demand -Valve -Connector
- 4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
Date
11.
Card B-1 Date Card B-1
Date
12.
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1.
Zoning Requirements -Setbacks -Easements
Card B-1 Date Card B-1
2.
Footings; Size -Spacing -Marriage Line
Card B-1 Date Card B-1
3.
Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6. Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
f
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
- = NotApplicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1 .
Zoning -Setbacks -Easements -Flood -Slope
49.
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Aftic Access; Size & Romex Protection- Draft Stop -Ins. Baffles
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
52.
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Property Line Firewall & Openings
5.
Stemwalls, Main; Steel -B lockouts -Wrapped
55.
6.
Stemwalls, Garage; Steel- Bloc kouts-Wrapped
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
6a.
Hold Downs and Special Anchors
58.
7.
Slab, Steel -Wrapped
Glazing Area -Glass Protection -Skylights- Plastic
8.
Piers -Fireplace Ftg.-Steel
61. Brace Interior/Exterior Wall Panels
9.
D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
63. Infiltration-Walls-Winclows
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
Card B-1 Date Card B-1
11.
Water Pipe; Test -Anchors -Regulator -Service Test
12.
Electric Underground
13.
Plenums & Ducts; Clearance -Material -Support -ins.
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16.
Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
18.
Water Pipe; Test & Anchor -Nail Protection
19.
D.W.V; Test Fittings & Anchor -Nail Protection
20.
Shower Pan; Test, First Floor -Tub Access
21.
Test Tub & Shower, Second Floor -Tub Access
22.
Gas Pipe; Sixe & Anchors
23.
Fire Sprinkler; Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
24.
Fixture & Transformer Clearance -Ins. Protection
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
26.
Size Boxes & No. of Conductors Stapled
27.
Romex Installed Close to Edge of Studs & C.J.
28.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29.
2 Appliance Circuits in Kitchen & Conductor Size GFI
30.
Subfeed Wire Size/ /ga. Cu or Al-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 ONo
32.
Service -Riser Conductors & Ground Main Disconnect
33.
Equip. Clearances Panels- Motors- Mech. Equip.
34.
Clothes Closet Light -Shower Light -Spa Light
35.
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #s
36.
A.C. Ducts Insulation & Support
37.
Vent Fan, Exhaust above insulation
38.
Condensate Drain & Overflow, Size & Grade
39.
Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #s
41.
Sills Proper Materials & Anchors
42.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
43.
Bearing Walls over Girders & Floor Nailing
44.
Draft Stop in Walls (rat proof)
45.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46.
Headers & Beams -Size & Bearing
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.
Aftic 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 -Head room -Rise -R un- 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-Underf[r. Access
59.
Glazing Area -Glass Protection -Skylights- Plastic
60.
Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62.
Insulation -Walls -Ceilings
63. Infiltration-Walls-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- Hearth
72. Elec. Outlets at Wood Panel, Int. & Ext.
73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing -Landing -Closure
76. A.C. Duct in Garage -Damper
77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-RR.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 0 No/Walks Q 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- U nderg round
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 Gracle-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:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive * Oroville, California, 95965 * Telephone (530) 538-7541 PIE
Oq - i MMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT - r7.
ASSESSOR PARCEL NUMBER OL -1-7-900 - o(2,.1
ZONIN
BUILDINGPERMIT
OWNER Ve tP�TEn�E
'03T)
sQ. FT- occ, BUILDING VALUATION
OWNERS,7A�;,�!S
01 (o
CO S NAME
_qra C-�71�1
TELEPHONE
CONTRAdTORS CV I a I ci () 0 of oz��
CONSTRUCTION LENDER
LENDERS MAILING ADDRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee $ 20.00
Permit Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
P�
Plan Checking Fee $
BUILDINGAIDDRESS (4
Energy Plan Checking Fee $
$
PERMIT FEE
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE
SF b Duplex 11 Mobilehome 13 Other SPECIFY
Each Trap 7.0
Solar or heat pump water heater 23.00
Water piping 15.00
Each gas water heater or vent 15.00
TYPE OF WORK
New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Wo
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home I S I G I W @?20.00
PERMIT FEE $
ELECTRICAL PERMIT I Filin6 Fee 20.00
800V OR LESS
Main Service( .A OR .. 23.00
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (comme�ricing 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 fro theI.-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.
0 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
Main Service( 200A TO 1000A 46.00
NEW CONST. DW
,%ING OCCUP. 0
OR ADDNS. ACC S. 3.50FT.,
-CONST.
REW
S=O.TCIET
NON-RESID. ITS @7.50,
OWER AP� 6RATUS
PSING. 0 C..
20 @ 1.00
Ex. Occup. OUTLET OR FIXTURES BAL @ .50
Ex. Occup. P(PLSI6.)0EA
..F11ED A M R 5.06
TemPorary' '�,er��vi8e U Z 23.00
—Mobile Home Facilities 20.00
- Misc. Wiring 23.00.
I
PERMIT FEE $
ICA WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a cprtificate 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.
0 1 have and will maintain workers' compensation Insurance, as required by Section
3700of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEt $
Policy Number
Pe n above sections need not be completed if the permit is for work of a valuation
(T
';f 0 ti; hundred dollars ($100) or less.)
I cer 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 sub ect to workers'
i
compensation laws8f California, a7n`d agree that if I should become subject to the
workers'A,ompensation provisions of section 3700 of the Labor
forthwith OOMPI with those provisions.
X Date
Sig(ndfure of Applicant - 0 Owner IffContractor 0 Agent -
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE L,
TOTALFEE$
�FE
HAZ.
Imp
I�D.. ES IMP
I FLOOD
CDI
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
inclicated/allove for which fees have been paid.
I /, g:�� Date
By
PERMIT EXPIRES ON 45 -
I (Date)
ReceiptNo.
WHITE .87, CANARY GOLDENROD
-D.D . -ASSESSOR- PINK -INSPECTOR -APPLICANT
I' f
NOES
PERMIT NO.
w ,lc () .� &�-v0
RESIDENTIAL
047-500-012 02-3314 ,
LANDEROS, STEVE 6z SHELLEY
4750 SONGBIRD DR., CHICO
CONT: RUSSO CONST.
NEW SINGLE FAMILY W/ATT. GARAGE
w 4
Pooz�rti 7
Q M ► �C'n�� —Q n /�-y�
W p 1 OFF�IC¢E OPY C -r
F � W
i GAS
Meter By- Date121
ELECTRIC ( l +
Meter By v � Date9
SPECIAL- CONDITIONS
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
Bos+ eleuc�l�onCa�
JOB FINALED (Date
�VWO
Signature
CHECKED
BY
= OK
= Not OK
= Not Applicable 'MOBILE HOMES
= Not Ready, -
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1 . Zoning Req uirements-Setbacks- Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/0 -Concrete
4. Water; LocaJon-Test-Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ P' L "ft./ PLPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing- Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
6.
Water; MH Test- Regu lator-Connector
2.
Footings; Soils-Size-Depth-Spacing-Connectors-SteeI
7.
Water and Sewer Connected -C/0 to Gride-HD Approval
4.
8.
Gas and Electricity Tagged
6. Carports; Windows -Doors
7.
9.
Tie Downs -Type -Installation Cert.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
10.
Exits; Insp.-Sketch
Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
11.
Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1 .
Setbacks -Easements
Date
Soils; Compaction -Structure Stability
Card B-1 Date
Card B-1
Date
Elec.; Receptacles and Lighting, Distance-GFI
Card B-1 Date
Card 1
Date
PERMANENT END SYSTEM (ONLY)
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
1 .
Zoning Requ i rements-Setbacks- Easements
9.
Health Department Approval
2.
Footings; Size -Spacing -Marriage Line
11.
LiQht Niche
3.
Blocking
4.
Gas; MH Test- Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #s with Office
Date
Card B-1 Date
Card B-1
Date
Card B-1 Date
Card B-1
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 -Bracing-Stairs- Rai Is
4.
Wood Awn.; Posts- Beams- Rftrs-Con nectors
Shthg- Frg- Bracing
5. Alum. Awn.; Columns -Connections -Splice- Decal- Enclosures
6. Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1 .
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panel boards -I ns. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
LiQht Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
= OK
= Not OK
= Not Applicable RESIDENTIAL (Single & Duplex)
= Not Ready
.01
Date UND LOOR (Plans) OK except #'s
!t!QQFR6g-Setbacks- Easements- Flood -Slope
Nivo*Vle, Main; Soils-Elec. Grnd.-17_;/' Ftg. Depth
V.00rltg., Garage; Soils-SteeI-EIec7Gmd.-/j7_C Ftg. Depth
4. Fjg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
!�emwalls, Main; Steel- Blockq6ts-Wrapped
N��"S mwalls, Garage; Steel- Blo�kouts-Wrapped
fiae"'Hold Downs and Special Anchors -
7. Slab, Stee!�Urapped
8. Pieuo�eplace Ftg.-Steel
0-'0_W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10. LIF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. VjWer Pipe; Test -Anchors -Regulator -Service Test
VAlectric 1�966rg round
13. PjpRdn-jw& Ducts; Clearance-_Mpkefial-Suppert-.1�k.
cif—i 1 . ' rs-Sills-Anchor B6I*sToists-Vem1Cripp%rs V(J
Aocr P Ventilation
insulation
Datt,, , L�54)3 Card B-1 JZ -t�3 v Date Card B-1
Date Card B-1 Date Card B-1
Date PLUJABING (Permit) OK exceDt #'s
V. *ter Htr.; Vent -Access -Combustion Air Baffle
16,"'hater PiDe: Test & Anchor -Nail Protection
'W_ D.W.V.; Test Fittings & Anchor -Nail Protection
f2O�/Sho'wer Pan; Test, First Floor -Tub Access
-2+.-Ast Tub & Shower. Second Floor -Tub Access
W. Gas Pioe: Sixe & Anchors
123- Fire Sprinkler; Test
Date OC(Card B-1 Date Card B-1
Date * Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #s
2W. YFVture & Transformer Clearance -Ins. Protection
c. Receptacles Spacing -Lights & Switches at Doors
ize Boxes & No. of Conductors Stapled
Romex In talled Close to Edge of Studs & C.J.
�Ip. Ground made up w/Mech Fasteners -Bond Gas & Water
�.pliance Circuits in Kitchen & Conductor Size GFI —
3U' %bfeed Wire Size/ /aa. Cu or Al-A.C. Wire Size/ /aa Cu or Al
3Y Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral El Yes Cl No
42..- ervice-Riser Conductors & Ground Main Disconnect
Mnuip. Clearances Panels-Motors-Mech. Equip.
N.Alothes Closet Light -Shower Light -Spa Light
M. Smoke Detector
Dat2!�� J�Crc!B-1 Date Card B-1
Date ' Card B-1 Date Card B-1
Date MECXANICAL (Permit) OK except #Is
. P(C. Ducts Insulation & Support
37'."'Y,ent Fan, Exhaust above insulation
_481_�?ndensate Drain & Overflow, Size & Grade
��rnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet
ic Access �aatform if Furnace in . Attic
Date!5, V , 3 1 Card B-(,/,- U I Date Card B-1
Date Card B-1 Date Card B-1
Date FRA!#ING (Permit) OK except #s
$4, �21s Proper Materials & Anchors
42 -'Walls Studs -Nailing Spacing & Braces- Plates -Sound
Q'olearing Walls over Girders & Floor Nailing
44 -*raft Stop in Walls (rat proof]l
fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
AW' Headers & Beams -Size & Bearing
Date FR G (Continued)
pe*ffHqjnqers- Post Caps-Anchors-Conne
</f_PGF��ing. Joist-Rftr. Ties- Pu rlin- Roff Br6c_-_TrussL,0
ting.-Rtng.
,Kreoace Ties or Type A Flue -Fireplace Throat Clearance
V �Kc Access; Size & Romex Protecticn- Draft Stop -Ins. Baffles
6�r.' Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
i* -5- 2. Zarage Fire Protection Framing -RC Channel
K. �r6perty Line Firewall & Openings
94o."' Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
,F9,&-Xairs; Width- Headroom- Rise- Run -Landing- Fire Protection
SK Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
-5-F-.- SAing-Nailing Veneer
-%-'Xucco Mesh -Drip Screed -Fd. Vents-Underfir. Access
W' Aing Area -Glass Protection-Skyl ights- Plastic
jDt+f4,U s 60-.O'�hear Walls; Nailing -Bolts
t!!�.Vace Interior/Exterior Wall Panels
!;4 097920"m dation-Wal's-Ceilings
63. lnfiltratio24all�,�clows
Dag. ol Card B -1q I,- -(j ' Date Card B-1
Datd' Card q-1 Date Card B-1
Date FlNAWIatj,*0K except #'s
64- W--19teps-Door & Sidelight Protection -Landings
FR�I�moke Detector
86. Furnace Vents -clearance -Comb, Air-Connector-
jp,dq�mge; Above Floor- Ducts- Mech. Protection
&22!�Exiting
bt. ptf.l. & Bath Fixtures & Tub Access -Spa
89- Elec.'�jrn & Subpanel, Breaker Sizes & Labels
70. Slel-rs-8,Rails
71- Kplace or Stove, Clearance -Hearth
,1&6'Outlets at Wood Panel, Int. & Ext.
F:E. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
C79 ElepOUTets & Receptacles at Kit. Counter
Z5 -'Garage Fire Door; Swinq- Land i nq-Closure
76.
in Q
aarage; Above Floor-Mech. Protection
Plb.; Elec. & Mech. Equip. Listed for Location
C_?�V Elec. Receptacles in Garage (F.Fl.)-Romex Protection
80. !p�iqp�Foam-Looked in Attic
817_,.Q�d Rails & Deck Construction- Post Caps
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
glearance Looked under_51per 0 Yes
Following InstId./Drive gles- CI No/Walks QA�9_QZ/Planters � 0 No
Stucco Brown -Finish
A.C. Unit Disconnect, Electrical- Plu mbi ng
(LEP Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
80 ExtejopElec. Trim, G.F.I. Receptacle- Underground
8
*.-,Ventilation Throughout House
1��rotection
Co tions from Previous Inspections
9P,"'Ga�jest- Meters Tagged, Gas -Electric
99 -Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
J!nA
95��Adclress 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:
0
a
CdUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
. 7 County Center Drive * Oroville, California �,59.65 * Telephone (530) 538-7541 �PERJT
�Rev.12/96_) ._� I APPLICATION AND PERMIT 02 - -1 Act
ASSESSOR PARCEL NUMBER
AV- goo -01 9- 1
ZONING
.0, 1? - I
BUILDING PERM -IT
OWNER N
A STES11F. X S FT,I,EY
H
TELEPHONE
Rol;_03n7
SQ. Fr. occ. BUILDING VALUATION
VIM
-_ -
OWNER! MAMN�'p -11, AP7
9 .41 0 CHICO, CA 05029
459 FT.OP AVE9
2875 R 155,250.00
CONTRACTOR'S NAME _[TEUEPHONE
RUSSO CONST, IA7-67.;n
862- U 14976,00
592 C 7.696,
00
CONTRACTOWS MAIUNG ADDRESS
169R0 RMMAN Rner C01TONWOon CA gAngg
438 3,666.00
CONSTRUCTION LENDER
Fireplace . A 15ffl,"
LENDER'S MAILING ADDRESS
Total Valuation Is i.?Aws.w
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 9-10-00
ARCHITECT OR ENGINEERS MAILIN. ADDRESS
Plan Checking Fee
$ FdVL - 50
BU12DING ADDRESS
\4750 SONGBIRD DR.. CHICO
Energy Plan Checking Fee
$ 13.W
$
PERMIT FEE
$ 1
LOT NO.
SUBDrVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap
141 7.00 9g.()() I
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each gas water heater or vent
15.00 15-00
TYPE OF WORK
New 0 Addibon 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Work: NEW SINGLE FAMILY WIATTACRED GARAGI
Gas piping system 1 - 5 outlets
15.00 1
5.00
Building sewer
-
15.00 15 00
Mobile Home ITFq-wT-*
920.00
PERMIT FEE
$ 178.00
ELECTRICAL PERMIT
Filing Fee �,120.00
Main Service '.O.A O.R LE:.'
23.00
t 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 orce and effect.
License Class Lic. No. 61 ;?
k�
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, asownerof theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. J e_-�_
0 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
- 46.00 46.00
NEW CONST. DWELLING ffUP.
OR ADONS. & ACC. S.
3.50 sFr.* 129. 75
NEW ONST. M U LTHI 0
. XL:I--7
NON-ICESID. U.
@7.50
OWE.RAP= U
PSIN. . C SIR.
Ex. Occup. ( OUTLET OR FIXTURES
20 @ 1.00
BAL @ .50
Ex. Occup. P(PR M.) E
( 0 "XED A ORA.
5.00
Temporary Service
23.00
Mobile Home Facilifies�
20.00
Misc. Wiring
23.00
PERMIT FEE
$ 195.75
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.
0 1 have and will maintain workers' compensation insurance, as required by Section
3700of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that . in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date c Z
Sga'ture of Applicant - 040wrier 0 Contractor 0 Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood 6.50 6,%
Ventilation 5 4.5022.50
PERMIT FEIE s94.00
Mobile Home Installation Fee $
Energy Inspection Fee $46.00
1;
pos
RIP-*
T*TYPE
-0
cc TYPE TOTAL FEE $ 2091 25
q.z
�LZ_
IV I FLI
Xre
V
UE,
is permit I, b issued under
y
of the Butte County Code and/or
indicated above for which fees have
By
Ile
1 PERMIT EXPIRES ON �_�Z_L4
I
the applicable provisions
Resolutions to do work
been paid.
Date 4�1ir
- I __
(Date) I
ReceiptNo. 364504 '4 1 -3 k�r. A 0
n ?71
WHITE AFAUSTE OR 5 � I " "�' 3 "
-D.D.S.-B.D. CAN 'PINK -INSPECTOR f 'G-OLDENROD-APPLICANT
1
Date In spector- %.Z
REV 4/05 Phone #
FOR RE -INSPECTION CALL: 538-763-6 "'OR 891-2834
-f COUNTY OF BUTTE14 I
BUILDING DIVISION.
DEPARTMENT OF DEVELOPMENT SERVICES
7 County Center Drive - Oroville, CA * (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
'the
A routine inspection indicates that following violations of Butte County Ordinances exist at
the above address and should be: corrected. Please call for re -inspection when correction of
work is completed. If youhaveany questions pertaining to this matter, or need additional
explanation, please contact th6 Building Inspector as indicated below.
1
Date In spector- %.Z
REV 4/05 Phone #
FOR RE -INSPECTION CALL: 538-763-6 "'OR 891-2834
�a;- , a, � ^'wr «'�.. � .� w ';,. T - ..-.t......:f J�.v�r,,...r.w••".�,_,it--+._—�-.--.•� �•-�.v.,�.,rT.s
COUNTY OF BUTTE
' BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
s CORRECTION NOTICE
_ OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
com
plel7d. If you have any questions pertaining to this matter, or need additional explanation,
please ontact this office immediately.
l5
U
Date t:2 ,-j _�' / Inspector
[� f REV 10/92
�Y.
R"
Yi
1�.
Date t:2 ,-j _�' / Inspector
[� f REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES _ -
,F 411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION; NOTICE
OWNER PERMITNO
A routine inspection indicates that the following violations of butte county Ordinances exist at the
!above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
o
c•
c
cul
r _
}E .
1•'
1..
-c• —1—
r
DESCRIP'nON OF INWALL ATION
Thidoless (incites)
Themraf Redolence 0VVahte) ,
2. CEILING
Bauer Ww"Type ltd Nam Johns Manville
3 R (R v�uey CZ 3�
T
Loans FBI Typ! Fiberglass ltd Nems Johns Mamrille
Curls ndn. it iedwel t sq. (o l5 a,, Mia*mran Tmdmm § • kldtes.
Mamtfachm %ittmage dvreWdper sqmeInto addm7imwW Res dmw (R Vshm)
• 3 EXTERIOR WALL.
Mases EbNWM 809
TltidumsonchsL-3.5
Thbkrwn iindw ___._.
& SM FLOOR / PERIMETER
Mato"
-Ttdckrim
Pwkneter IrtsWaBon Depot (tndtss�
8 FOUNDATION WALL
DECLARATION
Brand Nsw Johns Ma nft
Thennat RealMme(I�Valtte� �- 3
Thwmal Resktce (R -Value)
Brand Nerve
Thermal Raddmm(R-Vahse)
Thea W Raddw= (R Vdm
a+C'yZ'_
_ r _ li � I' :1'' .II �'�: .t 1 tI1: 1,1: ,. � 11;_ �- - •�`: il� �' ;1:. f./� •
Y
NOTES
I c
G
PERMIT NO.
RESIDENTIAL
047-500-012 02-3315
LANDEROS, STEVE & SHELLEY
4750 SONGBIRD DR., CHICO
CONT: RUSSO CONST.
POOL HOUSE
H
r
I
u
SPECIAL CONDITIONS
CHECKED
BY
RA
LOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
V
JOB FINAL -mu (Date
Signature x
4 = OK
0 = Not OK
- = Not Applicable
= Not Ready
1 .
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except Ws
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
1
. Zoning Requirements-Setbacks-Easerfients
5.
2.
Soils; Special MH Support Sketch
Carports; Windows -Doors
S.
Sewer; Location -Test -Fall -C/0 -Concrete
8.
4.
Water; Location -Test- Easement Needed (Sketch)
Card B-1 Date Card B-1
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Card B-1 Date Card B-1
6.
Gas; Location -Test -Wrap;-/ P- L 'ft.
/ P Nat. or/ P' L "ft./ P LPG
7.
Well Clearance & Disconnect
8.
Utility Clearance
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
Date
Elec.; Pool Lighting; 15 Volts-GFI
Card B-1 Date Card B-1
Date
Elec.; Enclosures; Conduit Entries -Terminals -Listed
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except W s
8.
1
. Zoning Requ i rements-Setbacks- Easements
9.
2.
Footings; Size-Spaci ng- Marriage Line
10.
3.
Gas; MH Test- Dernand-Valve-Connector
11. Light Niche
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
Enclosure; Fencing -Alarms
5.
Drain; MH Test -Fall -Flex Connector
.6.
Water; MH Test- Redu lator-Connector
Card B-1 Date Card B-1
7.
Water and Sewer Connected -C/O to Grade -HD Approval
Card B-1 Date Card B-1
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11. Cert. of Occupancy
Date'
Card B-1 Date Card B-1
Date
Card B-1 Date Card 6-1
Date
PERMANENT END SYSTEM (ONLY)
1
. Zoning Requ i rements-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.
Verity Ws with Office
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Ws
1 .
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils-Size-Depth-Spacing-Cohnectors-SteeI
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
-4.
Wood Awn.; Posts- Beams-Rftrs-Connectors
Shthg - Frg- Bracing
5.
Alum. Awn.; Colu mns-Con nections-Spl ice- Decal- Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmq.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nail i ng -Veneer-Stucco-Mesh
10:
Roof; Shthg-Roofing ,
11.
Ext.; Steps -Doors- Land i ngs
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 #Is
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 -I 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
- = NotApplicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date UNDERFLOOR (Plans) OK except #'s
1 . Zon i ng -Setbacks- Easements- Flood -Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5. Sternwalls, 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 -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
Date
15.
Access & Ventilation
47.
16.
Insulation
48.
Cling. Joist-Rftr. Ties- Purlin- Roff Brac.-Trusg-'Shting.-Rtng.
Date
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
Card B-1 Date Card B-1
Date
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
18.
Water Pipe; Test & Anchor -Nail Protection
19. D.W.V; Test Fittings & Anchor -Nail Protection
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
20.
Shower Pan; Test, First Floor -Tub Access
Stairs; Width- Headroom- R ise-Run- Land i ng- Fire Protection
21.
Test Tub & Shower, Second Floor -Tub Access
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
22.
Gas Pipe; Sixe & Anchors
Siding -Nailing Veneer
23.
Fire Sprinkler; Test
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59. Glazing Area -Glass Protection -Skylights -Plastic
Date
60.
Card B-1 Date Card B-1
Date
61.
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #s
24.
Fixture & Transformer Clearance -Ins. Protection
Date
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
Date
26.
Size Boxes & No. of Conductors Stapled
Date
27. Romex Installed Close to Edge of Studs & C.j.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Ext. Steps -Door & Sidelight Protection- Land i ngs
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
65.
30.
Subfeed Wire Size/ /ga. Cu or Al-A.C. Wire Size/ /ga Cu or Al
66.
31.
Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral 0 Yes QNo
67.
32.
Service -Riser Conductors & Ground Main Disconnect
68.
33.
Equip. Clearances Panels-Motors-Mech. Equip.
69. Elec. Trim & Subpanel, Breaker Sizes & Labels
34.
Clothes Closet Light -Shower Light -Spa Light
35.
Smoke Detector
72.
Elec. Outlets at Wood Panel, Int. & Ext.
Date
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #s
76.
36.
A.C. Ducts Insulation & Support
77.
37. Vent Fan, Exhaust above insulation
38.
Condensate Drain & Overflow, Size & Grade
39.
Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #s
83.
41.
Sills Proper Materials & Anchors
84.
42.
Walls Studs -Nailing Spacing & Braces- Plates -Sound
85. A.C. Unit Disconnect, Electrical- Plumbing
43.
Bearing Walls over Girders & Floor Nailing
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
44.
Draft Stop in Walls (rat proof)
Water Well, Disconnect, Electrical, Plumbing
45.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
Exterior Elec. Trim, G.F.I. Receptacle- U nderg round
46.
Headers & Beams -Size & Bearing
Date
FRAMING (Continued)
47.
Hangers -Post Caps -Anchors -Connectors
48.
Cling. Joist-Rftr. Ties- Purlin- Roff Brac.-Trusg-'Shting.-Rtng.
49.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52.
Garage Fire Protection Framing -RC Channel
53.
Property Line Firewall & Openings
54.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55.
Stairs; Width- Headroom- R ise-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-Underflr. Access
59. Glazing Area -Glass Protection -Skylights -Plastic
60.
Shear Walls; Nailing -Bolts
61.
Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #s
64.
Ext. Steps -Door & Sidelight Protection- Land i ngs
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, C learance- Hearth
72.
Elec. Outlets at Wood Panel, Int. & Ext.
73.
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kit. Counter
75.
Garage Fire Door; Swing- Landi ng-Closu re
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.
Fc1n. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor El Yes
83.
Following Inst1d./Drive 0 Yes Cl 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- U nderg round
89.
Ventilation Throughout House
90.
Glass Protection
91.
Corrections from Previous Inspections
92.
Gas Test -Meters Tagged, Gas -Electric
93.
Water & Sewer Connected -C/0 to Gracle-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:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 CountyiC6nter Drivle Ciroville, California 95965 9 Telephone (530) 538-7541 PERMITIONeo.
(R@v. 12/96).* APPLICATION ANDPERMIT
ASSESSOR PARCEL NUMBER
047-500zQ12
ZONING
.0,R-1 , —
BUILDINGPERMIT
OWNER
LANDEROS, STEVE X S14PI.T.PY
TECEPHOWE
84�_n,,07 —
SO. Fr. OCC. BUILDING VALUATION
600 R 19'.140n.oc)
OWNERS MAILING AbDRESS
2455 FLORAL AVE, CHTM CA 9599A
CONTRACTORS NAME
RUSSO CONST,
TEL131MONE
CONTRACTOR'S MAUNG ADDRESS
1658� BOWMAN gn_� COTTONWOOD), CA 99-0-9-2
CONSTRUCTION LENDER
Fireplace
LENDERS MAJUNG ADDRESS
Total Valuation $ /4 rM
0 m
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $ 20.00
Permit Fee
$ _V4.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$_497-W
BUILDINGADDRIESS
4790 SONG-131RD !)R-,. CHICO
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
60
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
31 7-00 21.001
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome7b Other
SPECIFY
—
Solar or heat pump water heater
23.00
Water piping
15-001115.00
Each gas water heater or vent
15.001 -00
TYPE OF WORK
New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Work: POOL HOUSP
Gas piping system I - 5 outlets
11 5.00t-5 . oo
Building sewer
15.00�5,()()
Mobile Home I S I G I W
(920.00
PERMITFEE
$
ELECTRICAL PERMIT
Filing Fee 20.00
800V OR UE::
Main Service .A OR .
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in il�kll force a V. effect.
License Class 147 & Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, as owner of the property, or my employees with wages astheir sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 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
I 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.
0 1 have and will maintain workers' Compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
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
forthwit.,cornply with those provisions.
X Date
Sign�_Wrli 16f'Applicarit - 0 Owner 0 Contractor 0 Agent
An 06HA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. & ACC. BLDS 3.50s,,D' 21,()()
NN E. Ic N, T m"Tip ci-E, @7.50
OWE.RAP ATU
&P.IN. 0 XET CSI..
20 @ 1.00
Ex. Occup. ovnEr OR FDcrURES BAL @ .50
ED APP . OR
Ex. Occup. . t.=.) E. 5.00
O�k
Temporary Service
23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00,
I
PERMIT FEE $ 41.00
MECHANICAL PERMIT Filing Fee 20.00
Heating L5. 00
Cooling 15.00
Hood 6.50
Ventilation
PERMIT FEt $ ..00
Mobile Home Installation Fee $
Energy Inspection Fee 1$46.00
gz3i,
CONST.
\1 TOTAL FEE $ 7k. 60
HAZ._ I M FEES IMP
I FLOOD"
C.DF Jl'PARCEL
is SUE
This permit is hereby issued i]inber
of the Butte County Code and/or
indicated above for -which fees have
By
PERMIT EXPIRES ON
I
the applicable provisions
Resolutions to do work
been paid.
Date 3,;2 -A -:9
6
(Date) I
Receipt No.364505 $300.60//
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR f GIOLDENROD-APPLICA�T
. BALANCE OF FEES SHEET
DATE:
PERMIT: 0'—
ASSESSOR
2ASSESSOR PARCEL #:
FEES: (Amount and Purpose):
BALANCE OF FEES: $ /
'ADDIIIONALFEES: $
REVISED PLAN CHECK $
SIEER1FF FEE• $
SRA $
C COPIES $
' - URBAN AREA FEES $
CSA 87 (North Chico Spec) $
1 WATER TENDER FEE, $ BATTALION #
THERM DRAINAGE FEE $
OTHER . $
OTHER $
VALUATION -IF BALANCE OF FEES ORADDITIONAL FEES:
TOTAL VALUATION: $
ADDITIONAL VAL. $
(Check one) COUNTY
CITY OF BIGGS
Gt ' (Check one) RESIDENTIAL
MRAERCLAI, � �
BALANCE OF FEES SHEET
DATE:
PERMIT: P� Pe 2
ASSESSOR PARCEL #:
OWNER'S NAME:
FEES: (Amount and Purpose):
BALANCE OF FEES:
ADDITIONAL FEES: $
REVISED PLAN CHECK $
SHERIFF FEE: $
SRA $
COPIES $
URBAN AREA FEES $
CSA 87 (North Chico Spec.) $ '
WATER TENDER FEE $ BATTALION #
THERM DRAINAGE FEE $
OTHER $
OTHER $
VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES:
TOTAL VALUATION: $
ADDITIONAL VAL: $
(Check one) COUNTY
CITY OF BIGGS
(Check one) RESIDENTIAL
COMMERCIAL
RECEIPT NUMBERS: /126 7
Butte County Department of Development Services
7 County Center Drive
Oroville, CA 95965 '
(530) 538.7601 Telephone
(530) 538-7785 Facsimile,
ADMINISTRATION * BUILDING * GIS * PLANNING
H
10/15/04
Emerald. Pools
3138 Tangeman Trail
Paradise, CA 95969
RE: Permit No. 04-0820 APN#047-500-0.1.2 Owner: Jack Landeros
On 3/5/2004, a deposit was made in the amount of $687.38, of which $467.42 was
retained. The remaining fees will be reimbursed to you. Please sign, date, and return the
enclosed claim form to this office. Once we receive the claim form, we will then process
your refund in the amount of $219.96.
Should you have any questions, please contact this office Monday through Friday, 8:00
a.m. to 4:00 p.m., at 538-6869.
Sincerely,
Diane Lewellen , OA III
Administrative Division
enclosure
04-0820.in
M
CLAIMANT:
ADDRESS:
CITY & STATE:
DATE OF CLAIM:
Emerald Pools
3138 Tangeman Trail
Paradise, CA 95969
10/15/04
APN: 047-500-012
NUMBER:
DATE:
ISSUED TO:
CHECK#:
AMOUNT:
PERMIT M
PRIOR REFUNDS:
FEESVERIFIED
RECEIPT INFORMATION
395286
3/25/2004
Emerald Pools
4221
$687.38
04-0820
Yes No Yes
No Yes -No
x
x
REFUND BREAKDOWN
Title
Fund
Dept
Accnt
Cash
BLDG
0010
440-001
4210500
101001
THRM DRNG
1800
rHRM DRNC
280
1011822
AUD SUSP
1001
(SMIP)
280
1011430
SHER DEV FEE
i8ob
(SHR)
280
1011811
THRM URBN
1800
(TUA)
280
1011816
DETAIL PAID RETAIN REFUND
BLDG
Time 109.98
..........
....................
..........
....................
.........
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.
...........
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..
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..
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.... ....
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..
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..
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Filing (from Plan Check) 0.00 0.001 0.00
Plan Check/Filing 0.251 27.50 0.00 1 0.001 0.00
Inspection 0.00. 0.001 1 0.001
BLDG FEES
OTHER BLDG
Pool Master 467.42 467.42 0.00 0.00
Overcharge 219.96 219.96 219.96
REFUND PROCESS FEE 54.99 0.00
.
BUILDING TOTAL 687.38 467.42 219.96
THERM DRNG 0.00
0.00::::::::::::::::::::
SMIP 0.00
0. 0 0
SHR
0.00
TUA
0.00
0.00
APPROVAL
Date Reviewed
Michael Vieira
$ 687.38 $ 467.42 $ 219.96 $
CHECK: $219.96
1/28/2005 DIFFERENCE: $0.00
(Should be blank)
219.96
$
Building Manager
County of Butte
Oroville, California
GENERAL CLAIM
CLAIMANT: Emerald Pools
ADDRESS: 3138 Tanaeman Trail
CITY & STATE: Paradise, CA 95969
DATE OF CLAIM: 10/15/04
SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES
DATE
DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY)
AMOUNT
Refund Claim - See attached calculation sheet APN: 04-0820
Permit No.: 0
PAID
RETAINED
REFUND
Development Services
$ 687.38
$ 467.42
$ 219.96
THERM DRNG
$
$ -
$ -
ISMIP
$ -
$ -
$
SHIR
$ -
$ -
$
TUA
$ -
$
TOTAL
$ 687.38
$ 467.42
$ 219.96
............
.............
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......................................
...............................
............................................................
........
.....................
* ..... * .......
* .....................
..............
-'::BUDGET::::
............................
............................
:ACGOUNY
................
..............
..............
::: AMU NT::
101001 DVLPMNTSVC
440-001
4210500
$ 219.96
1011822 THERM DRNG
1800
280
$
1011430 SMIP
1001
280
$
1011811 SHR
1800
280
$
1011816 TUA
1800
280
$ -
TOTAL
$ 219.96
$ 219.96
1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this
claim is true and correct as stated.
Dated this day of 2004. at Calif.
Signature of Claimant
1. the undersigned, hereby certify that, to the best of my knoWedge, the services or articles specified above have been performed or
delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same.
Dated this day of 2004, at Oroville Calif.
Department Head or Authorized Deputy
Dept. SEE Exp.
Code BREAKDOWN Code PAYABLE FROM FUND
DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY
DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCLIMB. GROSS AMT.
PERMIT` -noior,,_MXPk 47-500-012
LAST -NAME"? ' • FIRST NAME
CONTRACTOR. EMERALD POOLS CITY/CTY
STREET NO STREET NAME SONGBIRD D' CITY •
vac ►rrc �
BP
VAL UA TION
FEES PAID : RECEI
PLAN CHECK ACTIVITY
Plan Chk-1: � � Chkd By -1:
Plan Chk-2: Chkd By -2--: _
Plan Chk-3: Chkd By -3: _
T55 -"'char. max
M REMARKS Me WiTMON
25 char. max
E.M M
FLOOD _
• : • ' APPLIED
PT 2 ISSUED �
RT 4 FINALED
Return -1: Str Chk-1:
Return -2: __ Str Chk-2: _-
Approved: Str Appr: —_
OVERPAID $219.96 IN FEES, NEEDS TO APPLY FOR REFUND. AAM. TO PLANNING THEN PROCESS AND
ISSUE. MC. Requested refund 4/27/04. REFUND. Sent to Auditors 11/3/04
Pd. 'k1)0/0y
-* G?`iyl6
CLAIMANT: Emerald Pools
ADDRESS: 3138 Tangeman Trail
CITY & STATE: Paradise, CA 95969
DATE OF CLAIM: 07/16/04 APN: 047-500-012
RECEIPT INFORMATION
NUMBER:
DATE:
ISSUED TO:
CHECK #:
AMOUNT:
PERMIT M
tREFUNDS:
VERIFIED
DETAIL
BLDG
Overcharge
REFUND PROCESS FEE
BUILDING TOTAL
04-0820
Title BLDG
Fund 0010
Dept 440-001
kccnt 4210500
Cash
lUI001
PAID I RETAIN I REFUND
687.381 467.421 21
THRM ORNG
ALID SUSP
SHER DEV FEE
THRM URSN
1800
1001
1800
1800
rHRM DRN(
(SMTP)
(SHR)
, (TUA)
280
280
280
280
1011822
1011430
101-1811
.10111816,
......
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........
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........
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.........
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*
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* ...
........
* ...
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* .... * .........
........
*'***** .........
........
*'** ............
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..
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* .... * ..........
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* ... * ..........
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........
0.00
0.00
0.00
$ 687.38 $ 467.42 $ 219.96 $ 219.96 $
APPROVALCK: $219.96
Date Reviewed 1112))04 DIFFERENCE: $0.00
Michael Vieira 'V (Should be blank)
Building Manager /I 4�
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541 FAM (530)538-2140
WEBSITE: www.buttecounty.net1dids
PERMIT NO.
BP040820
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
Issued Date: 04/27/2004 APN: 047-500-012-000
the Business and Professions Code, and my license is in full force and
effect.
License Class: 0-15-3 LicenseNumber: 7211'1411-1
Site Address: 4750 SONGBIRD CHI
Date: 17- &�L/ o *-ontractor Z 2111-1 hl-///,)-�
Map Index:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Description: NEW POOL (MASTER #513-01)
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior
Owner: LANDEROS JACK S & SHELLEY L
to its issuance, also requires the applicant for such permit to file a
signed statement that he or she is licensed pursuant to the provisions of
the Contractor's State License Law (Chapter 9 commencing with Section
PO BOX 1792
7000) of Division 3 of the Business and Professions Code) or that he or
CHICO, CA
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
95927-1792
applicant to a civil penalty of not more than five hundred dollars ($500).):
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 (Sec. 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an
owner of property who builds or improves thereon, and who does
Applicant: LANDEROS JACK S & SHELLEY L
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or improve for the purpose of
sale.).
1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
Contractor: EMERALD POOLS
1 am Exempt under Article 3 of the Business and Professions Code
3138 TANGEMAN TRAIL
Date: Owner:
PARADISE, CA 95969
530-877-3638 -
WORKERS'COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
emerald@chico.com
13 1 have and will maintain a certificate of consent to self -insure for
License #: 721764
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the performance of the work for which this permit
is issued.
Q I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
Architect:
the work for which this permit is issued. My workers' compensation
insurance
Engineer:
carder and policy number are:
Carrier:
Policy #:
Total Square Ft: 0 S. F.
tPl<ertify 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
Valuation: $0.00
become subject to the workers' compensation laws of California,
Census Code:
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
27 -
Date:
Applicant:
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
3c� 5:;z
CONSTRUCTION LENDING AGENCY
This permit is hereby issued under the applicable provisions of the Blifte County Codp anrvor
I hereby affirm that there is a construction lending agency for the
Resolution§; tQ do work indicated above�or which fees have been paid.
performance of the work for which this permit is issued (Sec 3097 Civ.)
Name:
By: Date:
Address:
PERMIT EXPIRES ON: 7/0
(Dbte) I
U I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
CI Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
0 Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any office;M7 ument of Butte County. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes
'0�
Print Name: Signature:
1941
*0-7
Date: 1
IZI Owner Contractor 0 Agent for Owner 0 Agent for Contractor
0
N
00
40
ZIF
0
BU*E COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
LL.4 t4si, c P,..-od:s
PERMIT NO.
6#0 ? �zo
DATE:
gs-- 6�4
APN:
Y7- 50-0 - 1z
ZONING-
NEAREST CROSS STREET:
Keef-er-
JRACTILOT#-
12 -
SITE ADDRESS: f:N I t F_ IV -S L/ r_ -i.
Oki' -'n
�Y_� t' 8--L8- W Q" A Q_
CITY, ZIP:
OWNER NAME:
§4eve _(Shel1v luoderos.
PHONE:
STREET ADDRESS: 7471
Y; --., -(70AO h /(�9` - br,
FAK
CITY, ZIP:
CA(L--i ('a'j 96173
E-MAIL:
APPLICANT NAME: Emerald Pools
PHONF_*
STREET ADDRESS:
ingem9r) Tead
q7,7 -
&0
CITY, ZIP: V
Pp, radi s -e
. E-MAIL:
C -fl) el__ald 0), N 1�0. L161 /11
CONTRACTOR NAME:
PHONE:
STREETADDRESS:
-9�mc fiAdIc- C-Iner
21d
FAK
CITY, ZIP: -1 ,
:3139 7a_1)je-1n2A Tr,:�I-1 A2Ladd -e, if 2�xr9
E-MAIL:
LICENSE NUMBEFL
79 / /(!� �(
LI SE TYPE:
ARCH ITECT/ENGI NEER NAME:
PHONE:
STREET ADDRESS:
FAX:
CITY, ZIP:
LICENSE NUMBER:
E-MAIL:
DESCRIPTION OR SCOPE OF WORK:
hka) 5W I MAA I POd t!!=2
__ - / 11 le'� I
El Structure Built without permits
Ll Proposed Change of Occupancy (note previous use)
A C)310'Z�> SIZA
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_pxpiratio--n, a new application, plans and fees will be required.
REQUEST FOR REFUND'S
Refunds can onlybemade upon written request by the person who paid the fee. The request must be made prior to
the expiration- f the permit and no constructiori'W6-rk has been d6re. Filing fees, plan check fees for work plan
-Z
-are
checked a other department do_si� not refundable.
For offic6 use only.
Notes:
Application Received
by: Date:
Receipt number: Amount Received;
B. C. Building Permit 01-23-04 pg 2
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
Piot Nx
Plan Attached
FlTom' .
Roar Nen Attached _ r-7 l
smut to -BSD.
Owner Location APS#
Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well V/
Clearance for . Other
Hold final for:
Final clearance O.K. for:
NOTE:
Environme Health Specialist Efate
8/96
77Z ',`1--7
COUNTY OF BUTTE-DEP�RTME'N�T OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)53 8-2140
PERMIT APPLICATION DATA SHEET
OWNER: L) n A C_)s , S4 (U(5` �, �A �-/ L ASSESSOR PARCEL NUMBER
J.
Proposed Building Use: Wa 1pf, P,-"/- 5;/ Counter Technician: Date:.3 �2,,S r)
Items required in order to apply for a peimit. All boxes MUST be checked OR marked NA in'order to apply.
112111/ 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans.
5V 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
0 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.
11 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
0 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
0 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplica te. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the engineer.
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 Building Form filled out by the owner
0 14. Hazardous Material Form
.15. Sanitation and site plan approval from the Environmental Health Department in 1�lco' 0 Croville, as applicable.
16. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
0 17. Fire Sprinklers ............................................................................................
.0 18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by_..
0 19. Soils Report and/or Engineered Foundation required ........................................... .........
0 20. Erosion Control Plan Required ................................... *** ...... **"*** ......... ** . ........
0 21. Fees as shown on the attached Schedule of Fees Due Sheet ..............................
� El 22 City of Chico Plumbing permit ........................................................................
23. California Department of Forestry plan approval 0 paid. Sent by: . .............
Planning approval (A) Use.QK (B)Parking: _(C) Parcel Check: 4 -
0 25. Contact Land Development about - Improvements, - Drainage .........................
0 26..NPDES Form ................................................................................... ; .........
0 27. Encroachment Permit for driveway from the Public Works Dept ...........................
0 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) .........
0 32. Letter of Signature authorization .......................................................
0 33. Recorded copy of Agricultural Acknowledgment Statement .........................
0 34. Manufactured home utility clearance ...............................................................
El '35. Existing violations and/or expired permits .........................................................
0 36. Deed Restriction ............................... * ... ......... * ......
0 37. 0 Grant Deed, 11 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, C3 Check to H.C.D. $
D 38. Other:
0 39. Other:
When issued Telephone '3;� r) and hold for pickup.
n
Ir
I have been informed Uthe a e e and requirements for obt ining a building permit.
Applicant: Date: 6/4Z
1. Index perm?a`pplicati/or� forth'e above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by - Date:
Contractor, designer, owner as advised of the b ve,2�6 � phone, 0 mail, 0 coumntby Date -
Plans reviewed by: - M -C Date:� 3 Plans approved by: Z�:__ Date':--Zf-.
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: - Date:
Yellow: Building Division
v
0 _ 98 eo,
Q• _ s .
�i� .
C 0
\ � � 7n "PS? .
`p cv
C. 0 /N
o \ Q ff
13 °o e
1.09 Ac.
(R-2)
8 880 43'24"E.,
_?27.70
\ O 147.85' 79.85
Al
3'o� 12
\0.97 Ac. N
\,o O O
O. \ \g� 00 gp \ Esq baa �� `� / d .� 0-
00
ILP/ \ — _1
eD (0
1.20 Ac. N
—26
..2 .6 6S �\
�\o
0.96 % > \ 27 �G
7 ao02' 00�
S18
27 F S A. 2\ 5
^� 0.96 Ac. 3
co ccs
Cf) (-p
� --/0 o M
1 OIQ 00 cD
050.88 Al c. p 0
/9Stpcu 12'& E. 0
r�
0 0.8 Ac. 30' 30' I to -iS ago 53 24,,E �
Q I_ — _205.99'—
ui
N I I � 9n ED
ro
S 890 53'24" E
M 248.00 o.� W
( (/,-S/ C') V
County ofButte
Oroville, California
GENERAL CLAIM
I
CLAIMANT:
Emerald Pools
DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY)
ADDRESS:
3138 Tangeman Trail
Refund Claim - See attached calculation sheet AP N: Cq'>
CITY & STATE:
Paradise, CA 95969
nATF nF rl AIIVI-
i n/1 rwu
SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES
DATE
DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY)
AMOUNT
Refund Claim - See attached calculation sheet AP N: Cq'>
Permit No. -50 013
PAID
RETAINED
REFUND
IDevelopment
Services
$ 687.38
$ 467.42
$ 219.96
THERM DRNG
ISMIP
-
$ -
$ -
$
$
$ -
$
ISHR
$
$ -
$ -
TUA
$
$
TOTAL
$ 687.38
$ 467.42
$ 219.96
............
.............
............
..........................................................................
............
....................
............
.............
............
........... .
.............
............
.............
............
...............................
I ...... * .....................................................
. * .............................
..
".,.,.,.,.":BR]EAKDOWN-*-:::::-:-:-'-:'-:BUD.GET�:::::ACC..OU
..... ..........
..............
..............
..............
............................
............................
N--T-':::AM.0.UN-T::
............. :
..............
..............
- I
..............
101001 DVLPMNTSVC
440-001
4210500
S 219.96
1011822 THERM DRNG
1800
280
$
1011430 SMIP
1001
280
$
1011811 SHR
1800
280
$
1011816 TUA
1800
280
$
TOTAL
$ 219.96
$ 219.?�_J
1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this
claim is true and correct as stated.
Dated this 20 day of Cat 2004, at POPAJI'A 5 0 , Calif.
Signature of Claimant
1, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or
e
e.
delivered and that there is a Budget Appropriation or Specific Board Approval (Check o a.sam,
Dated this 30 day of 2004, at Oroville alif. X
ment Head or Authorized Deputy
Dept. SEE Exp.
Code BREAKDOWN — Code PAYABLE FROM FUND
DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY
DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV'NO. INV. DATE ENCUMB. GROSS AMT.
�p
REFUND CALCULATION SHEET
CLAIMANT: Emerald Pools
ADDRESS: 3138 Tangeman Trail
CITY & STATE: Paradise. CA 95969
NUMBER:
DATE:
ISSUED TO:
CHECKM
AMOUNT:
PERMIT #:
PRIOR REFUNDS:
FEES VERIFIED
RECEIPT INFORMATION
395286
03/2512004
Emerald Pools
4221
$687.38
04-0820
Yes No Yes
No Yes No
x
REFUND BREAKDOWN
Title BLDG THRM DRNG AUD SUSP SHER DEV FEE THRM URBN
Fund 0010 1800 1001 1800 1800
Dept 440-001 rHRM DRN( (SMIP) (SHR) (TUA)
Accnt 4210500 280 280 280 280
Cash 101001 1011822 1011430 1011811 1011816
DETAIL PAID RETAIN REFUND
BLDG rime 109.98
................ ........ ........
Filin
........ ........ ................
from Plan Check) 1 0.00 0.00 0.
............. ........ ..
Plan nq 1 0.25 27.50 0.00 0.00 0.00
Ins ection 1 0.00 0.00 1 0.001
BLDG FEES
................ ........ ........
........ ........ ................
OTHER BLDG
. ......................... ........
M ................
P7.0--, 211W, 467.42 467.42 0.00 0.00:•:•:•:•:':•:•:•':':•:':•:•:•:•: •:
......... ........ ........
Overcharge 219.96 219.96 219.96
REFUND PROCESS FEE 54.99 0.00 0.00
........ ........ ........
. ........ ........ ................
................ ........ ........
........ ........ ................
............. ....... ........
BUILDING TOTAL 687.38 467.42 219.96 219.96 : -: -: -: -: ....
........ ......
THERM DRNG 0.06 0.00
...........
Tm- I P 0.00-
....
SHR
0.001 1
rT-U-A 0.00 1 , 0.00
$ 687.38 $ 467.42 $ 219.96 $ 219.96 1 $ - 1 $ - 1$ - 1$ -
APPROVAL CHECK: $219.96
Date Reviewed 08/2312004 / DIFFERENCE: $0.00
Michael Vieira (Should be blank)
Building Manager k
LIthUlk-11,g/i3
Butte County Department ofDevelopment Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541
REFUND REQUEST APPLICATION
REFUND POLICY - Butte County Code 3-41(t)
1. Refunds can only be made upon written request by the person who paid the fees, whose name is on
the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt.
2. The request must be made within two years from the date of fee payments on permits not issued, and two
years from the date of permit issuance for permits issued -if no construction work has been done.
3. Filing fees and plan check fees for work plans checked are not refundable.
4. Fees paid to other County Departments are not covered by this claim.
INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be
generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the
receipt) and return to Development Services for payment processing.
CLAIMANT'S NAME:
.4
MAILING ADDRES&
3765 -
PHONE:
ASSESSOR'S PARCEL NO.:
6) 2—
[Please use one claim form per permit.]
BLDG PERMIT NO.: '8P
()Zaa/ P Dq_olps�i
Receipt No. 1
Receipt No. 2
Receipt No. 3
S7. ?e';7:
RECEIPT NO.:
/i� 5
RECEIPT DATE:
RECEIPT AMOUNT:
12OLk- ?Ito
(0%-31;
REASON FOR REFUND REQUEST:
T)
Check those fees which you wish to have considered for refund:
[2�Z] Building Permit Fees =Sheriff Fees =SRA Fees (CDF Fire Planning)
=Other (specify):
Plans for cancelled permits will be disposed of within 10 working days upon submission of a
Request for Refund. If you want the plans, you may pick them up prior to that time.
Signature
K/Forms/Refund Application 082203
aq 271 O�4
I I_ .
Date
'Q'�-20
0801
(Rev. 12/96)
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 * Telephone (530) 538-7541
APPLICATION AND PERMIT Oq - i Zce
ASSESSOR PARCEL NUMBER VLJ -7 - 50 0- -7L, I ZONING
BUILDINGPERMIT
OWNER TEr; 636)
SO. FT. OCC. BUILDING VALUATION
OWNERS
S NAME
550
TELEPHONE
CONTRAdLrORS C
=-2 rl_� q(20n-"
CONSTRUCTION LENDER (%_IW
LENDERS MAILING ADDRESS
Fireplace
Total Valuation Is
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee $ 20.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
- e=!�
Permit Fee $ Is
Plan Checkina Fee $
BUILDINGADDRESS q-
Dr
Energy Plan Checking Fee $
PERMIT FEE
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap 7.00
- Solar or heat pump water heater 23.00
-Water piping 15.00
—Each gas water heater or vent 15.00
TYPE OF WORK
New 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Wor
OZ --53f
Gas piping system I - 5 outlets 15.00
Building sewer 15.00
Mobile Home IS I G I WF__ @D20.00
PERMIT FEE
ELECTRICAL PERMIT I Filing Feel 20.00
Main Service '..A o RR 23.00
N
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is i I force and affect.
License Class 9 Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, as owner of the property, or my employees with wages astheirsole compensation,
will do the work, and the structure is not intended or offered for sale.
�O 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.
[3 1 have and will maintain workers' compensation Insurance, as required by Section
3700ofthe Labor Code, for the performance of work for which this permitis issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service 200A TO 1000A 46.00
NEW CONST. DWELUNG P. so.
OR ADONS. & ACC. .0CCSU 3.50FT.
NEW CONST. ULTI_
NON-RESID. 0
CYRT.IT. 97.50
OWER AP� 6RATU
&PSIN.. 0 C SIR.
20 @ 1.00
Ex. Occup. OUTLET OR FIXTURES BAL @ .50
..PIXED A LNS OR
Ex. Occup. PPES,6.) 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE
MECHANICAL PERMIT Filing Fee 20.00
Heating
— Cooling
Hood 6.50
Ventilation
PERMIT FEt $
P lic�_Number.
'0 ,
(Tot a ove sections need not be completed if the permit is for work of a valuation
Von
iceI c ,;hundred dollars ($100) or less.)
,rt� 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
I mp"Ifth those provisions.
X Date
Sigf
A(ure of Applicant - 0 Owner 0 Contractor 0 Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
11
Mobile Home Installation Fee $
Energy Inspection Fee
occ
CONST. TYPE
TOTALFEE$
-
I
HAZ.
D. FEES IMP FLOOD I CDF I PARCEL pp tQJ.tSS9f_
I /
This permit is hereby issued under the applicable provisions
f th B County Code and/or Resolutions to do work
?Ir dic:te uM- ve for , 7hi fees have been paid.
By Date
PERMIT EXPIRES ON
(Date)
ReceiptNo. R 7 77
T__
WHITE-O.D.S.-EIZ. CA ARY-ASSrESSOR - PINK -INSPECTOR GOLDEN ROD -APPLICANT
4
ow
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION *
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE M. (530) 538-7541
PERMIT NO.
N_(10
DATE:
APT q -7 � S 0 o
ZONING:
NEAREST C)RPSS STREET:
TRACTILOT#-
SI TE ADDRESS' q7;0
CITY, Zip: q'5-9 2 -
OWNER NAME:
PHONE.,
STREET ADDRESS:
,2c(
FAX:
CITY, ZIP*
E-MAIL:
APPLICANT NAME:
PHONE.
STREET ADDRESS:
FAX -
CITY, Zip...
E-MAIL
CONTRACTORNAME:
PHONE:
STREET ADDRESS:
FAk
CITY, ZIP:
E-MAIL:
LICENSE NUMBER
LICENSE TYPE -
ARCH ITECT/ENG IN EER NAME:
PHONE:
STREET ADDRESS:
FAX:
CITY, ZIP:
LICENSE NUMBER:
E-&WU
DESCRIP TION OR SCOPE OF WORK: Alf—W A62-� OeAjeWcz-L
5K to 02- --:?i3l
Ej Structure Built without permits
El 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: Date: 01/
Receipt number: Amount Received:
57 (50
B. C. WIding Permit 01-23-04 pg 2
COUNTY OF BUTTE - DEPARTMENT& DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 * Telephone (530) 538-7541 a&�Vj 0.
(Rev. 12/0,6) APPLICATION AND PERMIT 0 7 -*1 0 0 IT -6
ASSESSOR PARCEL NUMBER
047-50-012
ZONING
qp - 1
BUILDINGPERMIT
OWNER
LANDEROS, STEVE & SHELLEY
TELEPHONE
.89 5-0307--
SO. FT. OCC. BUILDING VALUATION
600 R 3?, 400,
00
OWNEWS MAILING ZDRESS
2455 FLORAL AVE-, CHIC01 CA 95926
CONTRACTOR'S NAME
RUSSO CONST, 13-47-6-7-50—
TELEPHONE
CONTRACTOWS MAUNG ADDRESS
16M BOWMAN RD -7 COTIONWOOD, CA 96022
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $,19 600E
m
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee
q0.00
Permit Fee
$ 304.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 197..60
BUILDING ADDRESS
4790 SONGBIRD DR CHIGQ
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
$544.60
LOT NO.
SUBDrVISIOWS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
U�EOFSTRucTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Trap
31 7-00 21.00
—Each
Solar or heat pump water heater
23.00
Water piping
15.00,.5.00
Each gas water heater or vent
15.00' 5.00
TYPE OF WORK
New.0 Addition 0 Remodel 0 Ulilifies; 0 Installation 0 Other 13
Describe Work: POOL HOUSE
Gas piping system I - 5 outlets
15.00
Building sewer
115.00
Home ISI GI W1
920.00
-Mobile
I
PERMIT FEE
$ i ol
ELECTRICAL PERMIT
-no
Filing Fee 20.00
Main Service '.".,v, O.R 'ssbs
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license �s in tA f9rce effect.
License Class (6 2! Lic. No.
OW -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 ownerof theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sed. 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.
0 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
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
hw I i h those provisions.
"I / Z _ 2 _ 6 7Z__
X ( a:: Date
SignE#r'e -oYApplicaAt - 0 Owner 0 Contractor 0 Agent
An OKHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
/ 4
Main Service 200A TO 1000A
46.00
NEW CONST. DW
,"NO OCCUP.
OR ADDNS. C. S. 3.5,sa
FT.
NEW CONST. OUTLET
NON-RESID. MULTI CIBQUITS @7.50
OWE.RAP= U
P.IN. 0 C SIR.
20 @ 1.00
Ex. Occup. OUTLET OR FD(TURES BAL @ .50
OI9XED AW - OR. 5.00
Ex. Occup. . (R=.) E
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring
23.00
PERMIT FEE $ 4,1 -no
MECHANICAL PERMIT Filing Fee 20.00
Heating 15.00
Cooling 15. 00
Hood 6.50
Ventilation
PERMIT FEt s go -nn
Mobile Home Installation Fee $
Energy Inspection,17 e 46. OD
JZ3
'V*X7
TOTAL F $ q rn
HAZJA-EES
This permit is hereby issued under
of the Butte County Code and/or
incricated above f_pr ch fees have
w-wbiq
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
5,, � 2 V0_ 14
Date
&j�
(Date)
C i tr
ReceiptNo. 364505 $300.60//
r-7
HITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR I- GOLDE!NROD-APPLICAN7
W W T
6
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
200 1.00
SAL Q .50
7 County Center Drive 9 Oroville, California 95965 9 Telephone (530) 538-7
5.001
I R.ev. 12/96) APPLICATION AND PERMIT
PERMIT NC
AZ SESSOR PARCEL NUMBER
6 (2) 1< I
OWNER
'BUILDING PERMIT
AZOMNIS
3C,
HO
SO. FV BUILDING
VALUA ION
OWNE�q[LIN. ADDT�b
S "
MECHANICAL PERMIT
Filing Fee 20.00
C%7CTOR'S NAME
TELEPHONE
Cooling
CO RAC R MAIUNWO ESS
6.50
LENDERS MAILING ADDRESS
Fireplace
...
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filina Ge $
Permit Fee $
Plan Checking Fee
Energy Plan Checkinglq$Fee$
&20.00
6 _ _
G,
ARCHITECT OR ENGINEER'S MAILING ADDRESS
BUILDING ADDRESS
�_Y)CJ� Y114) C_f� C/6
PERMIT FEE S
LOT NO. SUBDIVISION'S FAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
7.00
SF Duplex 11 Mobilehome, 0 Other
Solar or heat r)"-- 'ater
23.00
Water
15.0
SPECFY
TYPE OF WORK
15.00
�jin �stem I - 5 outlets
15.0, S.
New 0 Addition 13 Remodel 0 Ublities 0 Installation 1 :3 O!��
Building sewer
I S. o 61, 14:�
Describe Work: 1--) 1A
Z—
Mobile Home I S I G I W
Q20.001'
L7n
PERMIT FEE$
ELECTRICAL PERMIT
Filing Fee'l 20.00
R LESS
Main Service .00-011 OR LESS
23.001
Main Service -QA TO 10-A
46.0011
ADDNS. _.SuP'
G;� .. DWELLING OCC --T-3.5oso-
:Z=
rr.
E
*PERAIT FEE PA10
SRA
SHERIFF
OTM
AMOVNT RECEXVEb
*10*0! -,,)(-P4
TO " PJT Iwo CO#JPVM
Ex. Occup. OUTLET OR FIXTURES
200 1.00
SAL Q .50
,ccup. VTLETS (RESID) EA
0
5.001
Temporary Service
23.00
Mobile Home FacilitieL
20.00,
Misc. Wirin
23.0011
I . b
PERMIT FEE
S "
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
PERMIT FEE I S
Mobile Home Installation Fee �4,,
Energy Inspection Fee I S lyka —
,4 0 ' JTO]�L FEE$
t� I PV
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
B
ReceiptNo.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD-A-PPLICAN T I PERMIT EXPIRES ON
Date
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville,,CA 95965 Phone (530)538-7541 Fax (5 30)538-2140
PERMIT APPLICATION DATA SHEET '
OWNER: La Y) ASSESSOR PARCEL NUMBER Q C)
Proposed Building Use: Counter Technician:- Date:
,_QZ)1 49��o 1 L9
Items required in order to apply for d permit. All boxes MUST be checked OR not1k
_)d NA in order to apply.�
052 1. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans.
2. Complete plans, 3 or 4 sets, signed by the 1preparer of the plans.
3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
Engineered truss details and layouts in duplicate. No faxes!
Ene ' compliance design and supporting documentation in duplicate.
rgy
Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
0 7.
Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
15ze,
"A IaCriekAl
toyr Ri a�p Meck^ed Wmo� �av R�oilen �receijvVplanorev-52w cannot procee'd. The.permit will be
tems required in
inde ed and returned to the plan review line-up when required items are received.
Date Rece ed
Flood Elevation Certificate, wet -stamped and.signed, in duplicate .................................
Plot plan and business license approval from the City of Big s ....................................
1,9
10. Letter of intent for non-residential buildings ..........................................................
'-Er � 1. Detached Accessory Building Form filled out by the owner .....................................
-e12. Hazardous Material Form ...............................................................................
0 13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.)
ees as shown on the attached Schedule of Fees Due Sheet .......................................
.0-1 -S atement of Intent for Non -heated and A/C Buildings ................... .........
6
�7/
anitation'and plot plan approval from the Environmental Health Department i,n( -s
I City of Chico Plumbing permit ...................... . ....................................
C,
Sent by: ........
California Department of Forestry plan approval i4'pai
19. Planning approval for (A) Use: 01-�,—(B)Parking: (C) Parcel Check: 0
El 20. Contact Land Development about 0 Improvements, 0 Drainage ...............................
pdvlk I . Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
0 2��- Pre -Inspection for required ................
0 23. Contractor's license information. (Number, Name Style, Classification) ......................
0 24.4 Worker's Compensation Carrier and Policy Number ..............................................
0,25. Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) .....................
i0 2 . Letter of Signature authorization ....................................................................
7. Recorded copy of Agricultural Acknowledgment Statement ....................................
28. Manufactured home utility clearance ...............................................................
El 2�. Existing violations and/or expired permits ..........................................................
I I A
1.
It
I have
Applic
1. Inde
2. Add
Contractor, designer, owner, was advised cf the above data by 0 ph6ne, 0 mail, 0 counter, by.
Contractor, designer, owne was advised of the abo e data y �] phone, 0 mail, 0 counter b
Plans reviewed by: Date:/ 7 Plans approved by:
Structural reviewed -by: —Date: 'Structural approved by:
Note transfer by: Date: I .
Yellow: Building Division
Date:
—Date:
Date:—
Date:
1
E.H. USE ONLY
Plot Plan Attached
r1 Floor Plan Attaeh d UaV
Sent to 8.D
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Loc tion AP#
Plan Approved for: Sewage Disposal Water Supply: Public
Clearance for dwelling. Other e -
Hold final for:
Final clearance O.K. for:
NOTE:
Private Well
C. O r •S—
Environmental Health Specialist Date
8/96
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVELLE, CALEFORNIA 95965 - TELEPHONE�<530) 538-7541
SCHEDULk OF FEES DUE
OWNER: —I AC�2 bKo A.P.14
PROPOSED BUILDING USE DATE
RECEIPT # DATE REC.
1. BUILDING PERMIT FEES
Balance Due ....................... $ 37(
Additional Fees Due ................. $
Additional Fees Due ................. $
Revised Plan Checking Fee ............. $
.4
2. SCHOOL DISTRICT FEES J�7P'c-
(paid at District Office) (Available after Plan Check)
3. SHERIFF FEES (paid at Building Division)
Residential ...................... —x $360.00 $
Units
Commercial (sq. ft*.) ............... —x $0.03 $
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... —x—=$
# Units Amt.
Commercial (sq. ft.) ............ — x . -- = $
Sq. ft. Amt.
5. RECREATIONAL DISTRICT FEES
(paid at District Office) (Available after Plan Check)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)'
7. SRA FIRE INSPECTION AND PLAN CHECK
$89 00 aid Building Division)
)�� �9 '4�
8. WATER TENDER FEES (Battalion #
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the planAhecking process.
0 a 9 a c4f. "Ll
DATE —e 2 --
Pursuant to GKernment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00)
Department of Development Services
Building Division
7 County Center Drive
- Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
DETACHED ACCESSORY BUILDING
OWNER'S STATEMENT OF USE
Plan review will not be started until this form is completed, signed by the property owner, and
returned to the Butte County Building Division. Attached Accessory Buildings and Additions
will be checked for residential use. Exception: Garages and Carports.
-�6 'S Phone: Z
Owner:
Mailing Address
Site Address.
Assessor's Parcel Number- 7 - 60D —
2�one: :5;e - /
Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of
this form.
GENERAL INFORIMATION:
1. Is there a primary dwelling on the property?
Yes
No
2. Is the structure already built, under construction, or under notice of code violation?
Yes
No
3. Will items produced in this building be offered for sale?
Yes
No
4. Will the public have access to this building?
Yes 0
No
5. Will any advertising, on or off site. be associated with the use of this building?
Yes (:1
No
SITE CONDITIONS:
6. Is the structure foundation within 5' of septic tank or 10' of leach Lines?
Yes 0
No M
7. Is any portion of the structure located closer than 20' to your front property line?
Yes [3
No 91
S. Do you plan to add a driveway or modify existing access to a county maintained road?
Yes 0
No 0
9. Will the proposed structure encroach within any recorded easement?
Yes C3
No (0
CONSTRUCTION FEATURES:
10. Will this building have insulated floor, walls, or ceiling?
Yes M
No C)
11. Will this building be heated or cooled?
Yes Ea
No 0
12. Will this building have a water closet/toilet?
Yes
No 0
13. Will this building have a sink?
Yes I
No 0
14. Will this building have a water heater?
Yes a
No 0
15. What typq of floorcdvering %,.ill the building have?
r . , I � '. ,
7/LL:7- / MqXb 020b
f,��16. What type of %vall covering will the building have?
OVER
I of 2
PROPOSED USE:, (check only one box) ,
I . E) Residential Storage Shed - I will be storing in this budding and it will
not be used for any other purpose (no bathroom and no heating or cooling).
2. El Private Garage - "A building or a portion of a building not more that 1,000 square feet (3,000 by
exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are
stored or kepL" Agarage door is Lrguired.
3. El Residential Carport - A covered structure intended for parking of vehicles. Two or more sides must be
entirely oven.
4. UIResidential Occupancy - Structures meant to be occupied, as opposed to a storage shed, garage, or carport.
If you checked #4, please check the uses below which best fit this building.
El GuestHouse [N!Pool House 0 Studio Apartment [I In-law quarters
El Recreation Room C1 Game Room 0 Study F1 Library
El Bonus Room El Playroom C:1 Den C3 Studio
Artist Studio C3 Hobby Room El Craft Room [I Sewing Room
Canning Kitchen El Music Room C3 Family Room El Sun Room
El Private Office El Workshop 1 [:1 Home Occupancy' 0 Other - Use
Descnbe type of Woeahop
2 '
.. Must be approved by the Butte Coumy Plarrung Divisiom
Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question
number before the explaniition.
,/,) - 'el -9 e&
?�bea6b i-1 R uu i r
Additional Information:
Plan review will not be started until this form is completed and received. A Plans Examiner will contact the
owner with specific requirements per the use indicated.
I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes
to the use, or character of use, of this building will require permits from the pemiitting authority. I understand that
Real Estate Disclosure laws require disclosure of this informafion if or when the property is offered for sale.
Owner's Name: Please PM-@ _�—uc-
Owner's Signature.v"&&&,--4�a4LAI�-.L-) Date:
2 of 2
J
When recorded return to:
County of Butte
Department of
Development Services
Building Division
7 County Center Drive
Oroville, CA 95965-3397
a 10 10 --3 - 10 10 &�-- -*7 -7 --3 C-3
Recorded
Official Records
County Of
auffc-
CANDAM J. BRUB&R
Recorder
ROSEMARY DICKSON
Assistant
03:42PM 30 -Apr -M.3
I REC FEE 25.00
1 CONFORM 1.00
I
I
I
I Lisa
I Page I of 7
Space above for Recorder's Use
Owner Name: Jack S. Landeros and Shelley L. Landeros
Building Permit No: 02 -3315 -Pool House
DEED RESTRICTION AND
NOTICE OF LIMITED USE FACILITY
1. WHEREAS, on this 28th day of March, 2003, Jack S Landeros and
Shelley Landeros, hereinafter referred to as owner(s), are the record owners of the
following real property:
4750 Songbird Drive, Chico, CA 95973, APN # 047-500-012-000, and as further set
forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter
referred to as "the subject property"; and
11. WHEREAS, the Building Division of the Butte County Department of
Development Services is acting on behalf of the People of Butte County; and
III. WHEREAS, the owner applied to the Building Division for a building
permit in order to develop the subject property described above; and
IV. WHEREAS, Building Permit No. 02-3315 was applied for on 12/02/2002
by the contractor in accordance with the provisions of the Butte County Code and the
California Building Code; and
V. WHEREAS, the use allowed by Building Permit No. 02-3315 has been
reviewed and approved for only the limited purposes set forth below; and
VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited
Use Facility shall constitute an enforceable restriction and remain in effect until a new
application for a different use has been approved; and
V11. WHEREASj Owner acknowledges that Owner will comply with the I' ited
im
use * restrictions that Were incorporated in reViftVing and approving Building Permit No -
02 -3315 which enabled Owner, to undertake the limited use authorized by this perTniL
NOW, THEREFORE, with the issuance of Building Permit No. 02-3315 to Owner
by Putte County, Owner hereby affirms Owner's desire to develop a limited use facility,
as, set forth below, which establishes restrictions on the use and enjoyment of this
limited use faciljty� The undersigned Owner, for himself(herself and for 1,119/her heirs,
assigns, and successors in Interest acknowledges and agrees to those restrictions.
This limited use facility shall be utilized IA compliance with those limitations
prescribed by the California Buildihg P908 occupancy classificstion assigned by the
building official, except the following uses. are not allowed: sleepilig, cqqk#1g,
dwdking unit
if any provision of these restricti6rig is held to be- invalid or for any reason
becomes unenforceable, n6 other provision shall- be thereby affected or impaired.
This deed restriction and notice of limited use facility shall remain in full force
and. effect during the period that this permit, or any m6dification or amendment thereof,
remains effective, and during the period that the development
authorized by this permit,
or any modification of this development, remains in existence in- or upon any part. . of,
and thereby bonfers benefit upon, the subject property
described herein, and to that
extent, this deed restriction and notice of limited use facility is hereb acknowledged.
y
and agreed to by Owner to restrict the u�se and enjoyment of this limited use facility and
shall be binding. on 0 I.er and all his/her assigns or successors in interest.
Owner agrees, to record this Deed Restriction and Notice of Limited' Use Facility
in the Recorder's Office- for the County of Butte- as soon as possible after the date, of
execution. This document shall- be recorded and returned to the Butte County
130partment of Development Sewices, Building Division prior t6 the issuance of Building
Permit No. 02-3315.
DATE:- 20.
Owner Signatuitz . ........ ........
Print or Type Name of Above
Owner Signature: _
T. S. �i�i✓O�.CD.s
Print or Type Name of Above
NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing
on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat
(acknowledgment) as explained in your Notary Public Law Book.
STATE OF CALIFORNIA
SS.
COUNTY OF BUTTE )
On i -:2Sbefore , " IkKM -iJ , Notary
Public, per onally appea ed �She-h Qf /—a g d oeo i 4IL-ta
cT s !"ae/Z4s , p
(or proved to me on the basis of satisfactory evidence) to be the person(s) whose
name(s) i4are subscribed to the within instrument and acknowledged to me that
Ws e/they executed the same in hW their authorized capacity(ies), and that by
hWher/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
!WR 4 HERMAN
WITNESS my hand and off'cia se cfxf n"On•tWM7
Notay am t41wfib
wMi coWr►N
Signature
(Seal)
STATE OF CALIFORNIA
COUNTY OF BUTTE
�T
Public, personally appeared
before me,
SS.
Notary
personally known to me
(or proved to me on the basis of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signature
(Seal)
This is to certify that the Deed Restriction set forth above is hereby
acknowledged by the Director of the Department of Development Services and that
Butte County consents to its recordation thereof. / ,
Yvon ne1Christollhei, Director
Departoent Development Services
STATE OF CALIFORNIA
SS.
COUNTY OF BUTTE )
On
before mei, � I GQ., Avio Me- r ,Notary
Public, personally appeared L)o ey
personally known to me
(or proved to me on the basis of satisfactory evidence) to be the person�Kwhose
name(s� is/are' subscribed to the within instrument and acknowledged to me that
she/tb�i executed the same in Firs`/her/tF)e'ir authorized capacityW, and that by
_/her/t,berrr signature(pf on the instrument the persono, or the entity upon behalf of
which the person acted, executed the instrument.
ITNESS my hand and official seal.
ignature
ALICE AP1NMEFFOtZD
Commission # 1365836 Z
z Notary Public - California
Butte County
My Comm. Expires Jul 22, 2006
(Seal)
Order No. 00201642-002
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:
LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "QUAIL RUN SUBDIVISION",
WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON AUGUST 28,1980, IN BOOK 72 OF MAPS, AT PAGE(S)
95, 96, 97, 98 AND 99.
AP NO. 047-500-012
7
ILLEGIBLE NOTARY SEAL DECLARATION
GOVERNMENT CODE SECTION 27361.7
I certify under penalty of perjury that the notary seal on the document to which this statement
is attached reads as follows:
Name of Notary SLA Aek 41AA dxpiration Date: -7 ;20 07
Commission I.D.# / 57 .29. 7 Manufacturers I.D.# IVIV,4 %
County �T State
Place of execution of this declaration cl�r/f C
Dated: /I'.- �d � d3 , 2003
Signature (Firm name if any)
0
�;k
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive * Oroville, California 95965 * Telephone (530) 538-7541 0�-
(Rev. 12/96) APPLICATION4�
,,1D PERMIT
ASSESSOR PARCEL NUMBER
nN47 - goo-ol 9
ZONING
�"7
BUILDINGPERMIT
OWNER
STEVE & SHEI-1 EY
LANT)�U�
E
895 -0207 -
SQ. FT. OCC. BUILDING VALUATION
am
9
OWNER'S MAILING
?495 FTOR4L AVE CHIC07 CA 95926
2879 R 195,250-00
CONTRACTOR'S NAME TTELEPHONE
RUSSO CnNqT- 247-6750
8�9 11 14976-00
999 C. 79696-00
CONTRACTOR'S MAILING ADDRESS
16580 BOWMAN RD. C0T_T__0_N1J(_)QD� CA 9
CONSTRUcTioN LENDER
438 0 3,066.00
ForeOnce 1900-00
LENDER'S MAILING ADDRESS
Total Valuation $ iO4m_no
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Fee $ 9
--to 00
ARCHITECT OR ENGINEERS MAILING ADDRESS
—Permit
Plan Checking Fee
so
BUILDINGADDRESS
4750 SONGBIRD DR., CHICO
Energy Plan Checking Fee $
al -On
$
PERMIT FEE $ 1577
- ':10
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 Other
SPECIFY
Each Trap
7.00 . on
Solar or heat pump water heater
_c,,q
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New 0 Addition 0 Remodel 13 Utilities 0 Installation 0 Other 0
Describe Work: NEW SINGI.E. FAMILY W/ATTACHRn GAIRAGI—
Gas piping system I - 5 outlets
15. 00 ()94
Building sewer
15. 0 0 k
Mobile Home I S I G I W
-s -no -
(920.00T'
PERMIT FEE $ 178-00
ELECTRICAL PERMIT
Filing Fee 20.00
600V OR UE:SS
Main Service .A OR LE
23.00
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 fu)l-.trce and effect. O��
License Class Lic. No. ".7 /,!5 2
a �2
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
0 1, as ownerof theproperty, ormy employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. I e_�__
0 1 am exempt under Sec. Vlt- Business and Professions Code for this
reason _PC=1
Main Service 200A TO 1000A
46.00.k._6AQ_
NEW CONST. DWELLING OCCUR
OR ADDNS. & ACC . BLDS.
" 1
3.50,. 12-S
NEW CONST. TI -O
NO"..,.. = . IN .7.
_7_5_
@7.50
. 'PON1.E.RAP=US
C..
Ex. Occup. OUTLET OR FUTURES
20 @ 1.00
BAL @ .50
..1E1 A - "
Ex. Occup. '(RM.) EA
5-00
Temporary Service
23.00
-
Mobile Home Facilities
20.00
Misc. Wiring
23.00
-
PERMIT FEE $
10c; 79'
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.
0 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, forthe performance of workforwhich this permit is issued.
My workers' compensation insurance carrier and policy number are:
Cariier
MECHANICAL PERMIT Filing Fee 20.00
Heating 20.00
Cooling
25.00
Hood 6.50 6.5o
Ventilation 5--4-90 99-90
PERMIT FIE $
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
forthwith comply with those provisions.
- �_-o -,-
X Date
SoiAure of Applicant Gl"-Gwner 0 Contractor 0 Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $ (Y)
Occ
R3 -
CONST. TYPE
VN TOJAL FEE 2091/251
4A�Z.
5reby
_U
This permit is issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for hich fees have been paid.
By:2- C Date �57,0�"tr
v
PERMIT EXPIRES ON
I (Date) I
RebeiptNo. -164904 37 A 3 d 1A / 3 r��
WHITE-D.D.S.-B.D. CANARYMMS-05/ JPINK-INSPECTOR I"GrOLDENROD-APPLICANT
A
-_2 �� I I
BU
COUNTY OF 13UTT ,-RTMENT OF DEVELOF#AENT
t7te r Q"
1 Rev. 12/96) 7 County Center dve & Oroville, California *9'5'9-65v
APPLICATION AND PERMIT
I
SERVICES - BUILDING DIVISION
* Telephone (530) 538 1. P MIT NC
�38 - P MIT NC
-
BUILDINGPERMIT
SO. FT. OCC. kLUATI-ON
G
AZSESSO R PARCEL NUMBER z
OWNER T'
CO OR S N
co CTOR-S NAME ONE
C,
E CO TO I MAIUhe,�DRESS
D - /, t A,V-j
r-4 6 b
ClOtISTRUCTION LENDER
YNDEA i &;;7NG ADDRESS
Firep! ace
Eac e::
ARCHITECT OR ENGWEER UCENSE NO.
Total Valuation $
Filing Fee $ 20.0o
Permit Fee $
APCNTECT OR EN"tEAS MAjuNr. ADDRESS
SULDING ADDRES1 I V1
Plan Checking Fee $
Energy Plan Checking Fee $
$
PERMIT FEE S
PLUMBING PERMIT Filing Fee 20.00
Each Trao 7.00
LOT NO. SUBDIVISIONSN"iE..,
USEOFSTRUCTURE
SFY Duplex 0 Mobilehome 0 Other SPEcury
Solar or heat Dump Water heater 23.00
Water piping is.00
Each
Each gas water heater or ven't 15.0
Gas 1ping system 1 5 outlets 15.06
TYPE OF WORK
New)Q Addition 0 Remocle L 0 Other
:7Pds 0 installation
Building sewer 15.00
Describe/ Work;
W Q d_ C�a )nq
Mobile Home I S kG I W I (_a20.DO
I V
PERMIT FEE
ELECTRICAL PERMIT Firing Feel 20.00
Main Service 800V OR LESS I
( 260A OR LESS 23.0 1 j,
Main Service 2!oOtATO 1*�OA 46.00i -
own' 04 O=uP
OR ADDNS_. & ACC. MDS. 3.540, .1 q _-7�,'
NEW CORS uLT,,O,,,LEr
NON -A SID. @D7.501,_
I POWER APPARATUS
� IR.
*PERArT FEE PAXb
Ex. occup. OUrLETPR FMMMES 20 1 00
OR
- L� SAL :so
ccu OZ
aff
APP
Ex. Occup. ""-OR
ccu OUTLETS ESID. E& 5.001
Es
T
Temporary Service 0,1 Mn I
Mobile Home Facilities 1 20.001
Wisc. Wiring 23.0011
SHERIFF
OTM
PERMIT FEE S
MECHANICAL PERMIT Filing Fee 1 20.00
Heating
Cooling
Hood 6.50
Ventilation
AAkbVNT RECEMb Dq 1.96
I PERMIT FEt S
Mobile Home Installation Fee $
TO KIM =qT0 CO#PVM
Energy nspexcticin eWk0qt,1
'?=V
ITOTAL FEE $
FEES
jSS vE
This permit Is her6by Issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
I Metal
A
LE�
ReceiptNo.
WHITE-D.D. S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD-APPLICANi
COUNTY OF BUTTE - DEPARTMENT OF DEVELORMEKT SERVICES - BUILDING DIVISION
6 —
7 County Center Drive * Oroville, California ;95961� , Telephone (530) 538
Plev. 12/96) APPLICATION AND PERMIT MIT NC
AZ SES SO' APARCELNUMBER
OWNER C, BUILDINGPERMIT
< TELEP14ONE so. OCC. 13UILDIN — — ON
I.;Vf G VATUAT-1
OWNER'S MAILING ArSS
94 !b t; 9�,,
9 -5,2� X-,
CO LA__
ZbMfLACTOR'S NAM TELEPHONE
E 00n Se-) C,
L
*P-EkArT FEE PAU> 6)-s
RA
OTM
AAbVNT IkECeXWb
PERMIT FEE
ELECTRICAL PERMIT
V OR LESS
Main S?rvice .0000A OR LESS
Main Service "oA-ro iccoA
Ex. occup. ovn.ET OR FwruRes
FIXED APPLNS. OR
Ex. Occup. OLITIETS (RESID.) U
Temporary Service
Mobile Home Facilities
OL3
ling Fee 20.00
7.00
23.00
1S.00
15.0
15.0
.0
iling Feel 20.00
23.001
46.00
SO.
3. So FT.�
20 1 00
IAL :50
5.00
23.00.
20.00!
PERMITIFEE S 1---t::571�:>
MECHANICAL PERMIT Filing Fee 1 20.00
Heating
Cooling
Hood 6. 5 0 V' . -",: e-.
PERMIT FEE S 'If
Mobile Home Installation Fee
I* lam a A Energy nspectionj Fee ::� $
FAX�Rary a- so co 'M T0-�ALjFEE$
13to I- W �) I , , T I
TO ft IN." =114"o CO#PJM HAZ.' I D. FEES
000, D I C��EL If I HD :-=L:E
L= I �N I
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have�been paid�.
By a e
ReceiptNo PERMI
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN RFD -.APPLICANT T EXPIRES ON
.--- 111� � - I I �, I , F=C A V_ 1 1 ry 0br-2
COPSTRUC71ON LENDER
YNEER S I"LING ADDRESS
... ARCHITECT OR ENGINEER LICENSE NO.
qEnergy
Fireplace
Total Valu $
rtttl $
Permit Fee $
ARCHITECT OR ENGINEERS h"ILING. ADDRESS
)50
Plan
Plain Checking Fee
Q0A1 L (zU_%) !�,u n,
$
1
PERMIT FEE
PLUMBING PERMIT F
Each Trap
LOTNO. JdL I SUBDIVISIONSNAME P EL
-71z-
LISEOFSTRUCTURE i'17A
SF)( DuplexO MobllehomeO Other SPECFY
Solar or heat ater
Water piping
I TYPE OF WORK
k4 N b
ew,)k,. Addition 0 Re s 0 Installation 0 Other
P_-�c -�) ,
Descrik-f W 67:1� )7&_76z::
w7 0"" n \/-/I /__n
Each gas water heater or vent
iping system I - S outlets
Building sewer
Mobile Ho Tie I S I GI W I
L
*P-EkArT FEE PAU> 6)-s
RA
OTM
AAbVNT IkECeXWb
PERMIT FEE
ELECTRICAL PERMIT
V OR LESS
Main S?rvice .0000A OR LESS
Main Service "oA-ro iccoA
Ex. occup. ovn.ET OR FwruRes
FIXED APPLNS. OR
Ex. Occup. OLITIETS (RESID.) U
Temporary Service
Mobile Home Facilities
OL3
ling Fee 20.00
7.00
23.00
1S.00
15.0
15.0
.0
iling Feel 20.00
23.001
46.00
SO.
3. So FT.�
20 1 00
IAL :50
5.00
23.00.
20.00!
PERMITIFEE S 1---t::571�:>
MECHANICAL PERMIT Filing Fee 1 20.00
Heating
Cooling
Hood 6. 5 0 V' . -",: e-.
PERMIT FEE S 'If
Mobile Home Installation Fee
I* lam a A Energy nspectionj Fee ::� $
FAX�Rary a- so co 'M T0-�ALjFEE$
13to I- W �) I , , T I
TO ft IN." =114"o CO#PJM HAZ.' I D. FEES
000, D I C��EL If I HD :-=L:E
L= I �N I
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have�been paid�.
By a e
ReceiptNo PERMI
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN RFD -.APPLICANT T EXPIRES ON
4* -1�t
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-21
PERMIT APPLICATION DATA SHEET
-OR PARCEL NUMBER 64-77' 56e)- C)l
OWNER: ASTE�S
Proposed Building Use: Counter Technician: Date:
Items required"in order to apply fb� a permit. All boxes MUST be checked OMz�ed NA in order"to apply.
1. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans.
2. Complete plans, 3 or 4 sets, signid by the p'r'e'parer of the plans.
3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
OX 4. Engineered truss details and layouts in duplicate. No faxes!
elt 5. Energ � compliance design and supporting documentation in duplicate.
y
-ff 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
0 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan reviewcannot proceed. The.permit will be
dexed and returned to the plan review line-up when required items are received.
Date Received By
49. Plot plan and business license approval from the City of Biggs ......................................
8. Flood Elevation Certificate, wet -stamped and signed, in duplicate .... I ...................... Z�_,
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 ......................................... ................. I
3 Other
kemla"i"hing items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.)
'Fees as shown on the attached Schedule of Fees Due Sheet .......................................
'I . Statement of Intent for Non -heated and A/C Buildings ...............................
16.� Sanitation and plot plan approval from the Environmental Health Department in \_hL-1 7/
0 7� City of Chico Plumbing permit ...................... - I ............
California Department of Forestry plan approval ai�. Sent byl
.............
/p
0 19. Pla , g a roval for (A) Use: D IC, (B)Parking: _(C))' *arel Check:
pp'
# 'Cr L
ntacl and Development about 0 Improvements, 0 Drainage ...........
Encroachment Permi for driveway from the Public Works Dept. (construction approval prior to occupancy).
2. Pre -Inspection for — required ................
0 23. Contractor's licen e in r-ni/ation. (Number, Name Style, Classification) ......................
0 24.: Worker's Compen tion Carrier and Policy, Number ......................................
0 25. 'Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) ........
- Letter of Signature authorization ....................................................................
Recorded copy of Agricultural Acknowledgment Statement ............................................
4i2� Manufactured home utility clearance ............................................................... .1
0 29. 1xisting violations and/or expired permits .........................................................
0 30. 0 Grant Deed, .0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $
0 31. Othen, .1
When issued Telephone �2 C-) ej' - kA—and hold for pickup.
I have been informed of the above items and requiremefits for obtaining a building permit.
i) L
Applicant: Date: 7- ;_2
1. Index peMit application for the above items numbere pan Fheck Letter
2. Additional items required
Contractor, designer, owner, was advised cf the above data by 0 phone, 0 'Mail, 0 counter, by Date: -
Contractor, designer, owner, was advised of the ab7 dat;by 0 phone, 0 mail, 0 counter, b —Date -
Plans reviewed by: Date: 7/6/0 Plans approved by: Date
IAO 10 -1
Structural reviewed by: Date: Structural approved by: L-4 4 Date: 7
Note transfer by: Date:
Yellow: Buildine Division
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE.- OROVILLE, CALIFORNIA 15965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
OVVNER L A.P. # 04�
PROPOSED BUILDING USE .4 DATE
BUILDING PERMIT FEES RECEIPT # DATE REC.
Balance Due ........................
Additional Fees Due .................. $
Additional Fees Due .......... ; ......
KRevised Plan Checking Fee ........
2. SCHOOL DISTRICT FEES —CA*' 1 C -AD
(paid at District Office) (Available after Plan Check) D13
1.3. SHERIFF FEES (paid at Building Division) '360
Residential ...................... _x $360.00 = $
Units
Commercial (sq. ft'.) ............... _x $0.03 = $
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential .................... X—=$
# Units Amt.
Commerci�a (sq. ft.) ............ —x—=$
Sq. ft. Amt.
ATIONAL DIS7RICT F
RE LO3
5. EES
(P,Z
p d a District Office) (Avfiilpble r PI heck
A0
6. T LITO DRAINA DISTRICT EE
A ONAL'
� Office) r PI heck)
T
,4D i s ct
LITO D� D STRICT E
aid uil(",
$5 10. 0 (paid at Building Division)'
SRA FIRE INSPECTION AND PLAN CHECK —so 6g;
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion #
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the
,,plan checking process.
APPLICANT *DATE
Pursuant to � overnment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00)
When recorded return to:
County of Butte
Department of
Development Services
Building Division
7 County Center Drive
Oroville, CA 95965-3397
CORY of Document Recorded
30 -Apr -2003 2003-0027739
Has not been compared with
original
BUTTE COUNTY RECORDER
Space
Owner Name: Jack S. Landeros and Shelley L. Landeros
Building Permit No: 02 -3315 -Pool House
DEED RESTRICTION AND
NOTICE OF LIMITED USE FACILITY
for Recorder's Use
1. WHEREAS, on this 28th day of March, 2003, Jack S Landeros and
Shelley Landeros, hereinafter referred. to as owner(s), are the record owners of the
following real property:
4750 Songbird Drive, Chico, CA 95973, APN # 047-500-012-000, and as further set
forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter
referred to as "the subject property"; and
. 11. WHEREAS, the Building Division of the Butte County Department of
Development Services is acting on behalf of the People of Butte County; and
111. WHEREAS, the owner applied to the Building Division for a building
permit in order to develop the subject property described above; and
IV. WHEREAS, Building Pe rmit No. 02-3315 was applied for on 12/02/2002
by the contractor in accordance with the provisions of the Butte County Code and the
California Building Code; and
V. WHEREAS, the use allowed by Building Permit No. 02-3315 has been
reviewed and approved for only the limited purposes set forth below; and
VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited
Use Facility shall constitute an enforceable restriction and remain in effect until a new
application for a different use has been approved; and
V11. WHEREAS, Owner aclmowledges that Owner will comply with the li ited
ffn
use restrictions that were incorporated in revieift and approving Building Permit No -
02 -3315 which enabled Owner to undertake the limited use authorized by this PeffniL
NOW, THEREFORE, with the issuance of Buildin
by Butte Count 9 Permit No. 02-3315 to Owner
y, Owner hereby affirms Owner's desire to develop a limited use facility,
as set forth below, which establishes restrictions on the use and enjoyment of this
limited use facility. The Undersigned Owner, for himsetf/herself and for his/her heir's,
assigns,. and successors in Interest, acknowledges a
nd agrees tO those restrictions.
This limited. use facility shag be utilized in compliance with those limitations
prescribed by the CaWmia Building Code occupancy classification assigned by the
building official, except the
-,jqlloyAng uses. are, not allowed: - -sleepilig,
dWelling unit
if any provision of these reSWCUOM is held to be- invalid or for any reason -
becomes unenforceable, no Other priovisionshall- be thereby affected or impaired.
This detd. restriction and notice of limited use facility shall remain in full force
and effect during the period that this permit, or'any modification or amendment thereof,
remains effective, and during the period that the development authorized by this permit,
or any modification of. this development,
remains in existence in or upon any pan of,
and thereby cqnfpr�, Oenefit upon, the subject Property described hef6ifi, and . to that
e4ent, this deed restriction and notice of limited use facility is hereby acknoWedged.
and agreed to by Owner to restrict the u e and en'0y
_' s ment of this limited use facility. and
shall be binding on Ofter and all his/her assigns or successors in interest.
Owner agrees to recoM this Deed Restriction and Notice of Limited Use Facility
in the Recorders Office for the GDurity of $utte as soon as possible after the date of
execution. This document shall be recorded and returned to the BUU6 County
Department of Development Services, Building Division prior to the issuance of Building
Permit No. 02-3315.
DATE _,20
Owner Signatuffi;
Print or Type Name of Above
Owner Signature:
v'. 5. ��i✓9�.P�-s
Print or Type Name of Above
NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing
on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat
(acknowledgment) as explained in your Notary Public Law Book.
STATE OF CALIFORNIA
SS.
COUNTY OF BUTTE
On Za73 before me, otary
Public, per onally appealed "ShP�,�', GQ --1 dewoS e? -'J
L7'/ a% S . Zi�dl Dl2 S , P
(or proved to me on the basis of satisfactory evidence) to be the person(s) whose
name(s) mare subscribed to the within instrument and acknowledged to me that
h*lqhQ/they executed the same in hts4dr&eir authorized capacity(ies), and that by
hWher/their signature(s) on the instrument the person(s), or the entity upon behalf of _
which the person(s) acted, executed the instrument.
6WR 4 MERMAN
WITNESS my hand and officia se
Signature
(Seal)
STATE OF CALIFORNIA
COUNTY OF BUTTE
On
before me,
SS.
Notary
Public, personally appeared
personally known to me
(or proved to me on the basis of satisfactory evidence) to be the persons) whose
name(s) is/are subscribed to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signature
(Seal)
This is to certify that the Deed Restriction set forth above is hereby
acknowledged by the Director of the Department of Development Services and that
Butte County, consents to its recordation thereof.
STATE OF CALIFORNIA
COUNTY OF BUTTE
Public, personal y appeared
Yvon
Depa
-SS.
before me, fir I CC
5
hristophe�, Director
nt .Development Services
Notary
(or proved to me on the basis of satisfactoryevidence to be the
personally known to me
) p (,s'f whose
name* is/atesubscribed to the within instrument and acknowledged to me that
she/tl�i executed the same in Fi/her/tl3err authorized ca acit
p y(jras`), and that by
/her/tFjef signature(g on the instrument the personX, or the entity upon behalf of
which the person) acted, executed the instrument.
ALICE RAIN AAEFFORD
Commission 11365836
i Notary Public - Calftmia z
Butt® County
Ot My Carron. E�ir� Jul 22, 21:06
(Seal)
Order No. 00201642-002
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:
LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "QUAIL RUN SUBDIVISION",
WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON AUGUST 28,1980, IN BOOK 72 OF MAPS, AT PAGE(S)
95, 96, 97, 98 AND 99.
AP NO. 047-500-012
ND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
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 I 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 fo 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:
-$tl4ell-lt-6 �)T Z�CL6
ck-. 7 0 -
DateZ_ -,a- �c 6 /, _:�d,3 PROPERTY OWNERS:'
M
State of California
County of rr�l
personally appearedv
_25k -,e A x 1� person"y
.. -/+/) a P A -As ,�- (// -,
known -to -rim (or proved to me on the basis of satisfactory evidence) (o be the person(s) whose name(s) Ware subscribed
to the within instrument and acknowledged to me that hWske/they executed the same in hWhWtheir authorized
capacity(ies), and that by hWhtT-/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 offid I sieah
BL41R L. 4R
Signature
Seal: Cornmission # i
Not—
Y rubk . Ct�aftrnio
Butte County
C-"- I el Feb 7. 2M,
A.P. #
R
Order No. 00201642-002'
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:
LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "QUAIL RUN SUBDIVISION",
WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON AUGUST 28,1 980, IN BOOK 72 OF MAPS, AT PAGE(S)
95, 96, 97, 98 AND 99.
AP NO. 047-500-012
0
T
RECORDING REQUEST6 BY c:! GD Q) t -_a
Bidwell title & Escrow Company Recorded i REC FEE 10.00
AND Wif EN RECORDED MAIL TO Official Records I TAX 132.00
Coun Of
BU4E
Nanic Jack S. Landeros CANDACE J. GRUBBS I
Street Shelley L'.'Landeros Recorder I
Address ROSEMARY DICKSON f
P.O. Box 1792 Assistant I Fay
city, state Chico , CA 95927 09: MAM 03 -May -2002 I Page 1 of 2
Zip
Order No. 00201642-002
SPACE A80VE THIS LINE FOR RECORDER'S USE
Parcel No. 047-500-012 GPANT DEED
THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY
The Undersigned Grantor(s) Declare(s) Documentary Transfer Tax is $132.00
0 City/Town of 1 0 computed on full value of interest oi- property conveyed, or
0 Unincorporated Area El full valueless value of liens or encumbrances remainingat c4
the time of sale
b Monument Fee of$10.00
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Richard A. Linton and Janet X. Linton, Husband and Wife as Community P:�operty
hereby GRANT(s) to Shelley
Jack S. Landeros and Landeros, Husband and Wife as Joint Tenants
the following real property in the 0 City of 0 Unincorporated Area
County of Butte, State of California: $
SEE EXHIBIT A ATTACHED H9RETO AND MADE A PART HEREOF
Dated: Axuril 18, 2002
<Z�j A i
4Richard�A. KLinto�n� .17,n -ton
STATE OF CALIFORNIA
COUNTY OF BLH+_- . I SS:
On .. Aspri 1 -7 7"S . '2_0 0 Z_ , before me, the undersigned, a Notary Pu*blic in and fox
said Cottrity andState, personally appeared
Richard A. Linton and Janet M. Linton
Personally known to me (or proved to me on the basis FOR NOTARY SEAL OR STAMP
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 V. WUH
his/her/their signature(s) on the instrument the COMM. 11230070
person(s), or the entity upon behalf of which the NOTARY Rnw-aummu
person(s) acted, executed the instrument. COLVY OF BUM
WITNESS my hand and official seal.
Signature j
MAIL TAX STATEMENTS TO: -Same as Above
STEC/Grantifee
r$" �- �
0
0
RESIDENTIAL PLAN
0 REVIEW GUEDE
SINGLE FAML Y, D UPLEXAND
�"* Wn. MSCELLANEOUS ONZY
0%,vner. Building Permit Number:
Plans ExaMLner�.-,Lincici 54'M)0'Wn A. P. Number:
�/- 7 - �5ed - 6 t12 --
Zoning requirements — (number of permitted living units).
Plans signed by the designer.
PC,
Proper descri on of work on the application.
ktxistin- violations on the property.
Recor�7ed notice of,�iolation.
F
Building permit valuation.
P C
OT PLA.N:
Complete parcel size and dimensions.
Setbacks. side yard, casements, etc.
Other buildings or structures.
Grading. fills andior drainage.
Flood hazard.
Special conditions on Parcel Map:
Noise Cj- SRA Fire Sprinklers C3 Water Tender C3 Traf fic and DrAinage fees
Federal -kid Routc and/or Federal Aid Secondary Route setback requirement
Buildincy or utili6es across lot lines (Lot merger approval by Butte County Land Development)
F��ODR PiLA-N:
tans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
10% of natural tight and 5% of ventilation (Uniform Building Code section 1203).
-A Escape or rescue windows shall have a minimum act clear openable area of 5.7 square feet. The minimma net
clear openable height dimension shall be 24". The minimum net clear openable width dimension dM be 201.
When %,.indo%% s are pr&�idTed, as a means of escape or rescue, they shall have a finished sill height M mote tLu
44" above the f1cor (UnLform Building Code section 310.4).
Skyli ghts (Uniform Building Code section 2409 & 2603.7).
Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in dds
section. Kitchens. halls, bathrooms and toUct compartments may have a ceiling height of not less dM 7 fed
measured to the lowest proiection from the ceiling (Uniform Building Code section 3 10.6. 11
All habitable rooms except kitcheris shall have anarea of not less than 70 square feet and not lea dm 7 fixt in
anv dimension (Lraiform Building Code smton 310.6.2 & 310.6.3).
Gki in baths. ?
prage, kitchen. wet bar, and exterior receptacles (NEC 2 10).
Water heaters %% hich depend on the'combustion of fuel shall not be installed in a room used.or designed to be
used for sleeping purposes, bathroom' clothCS closets or in a closet or other confined sp= opening bm a both
or bedroom (Uniform Plumbing Code section 509-0).
Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedb=m. of in
a room. comparunent or alcove opening directly into any of these (Uniform Mechanical Code sectim 3043�
-1 Garaae firewall separation - required on garage side including supporting walls and posts (Unif
7
Code section 302.4 exception #3).
-1 11, nder no circumstances shall a private garage have any opening into a room used for sleeping purposes
(Unifor.-n Buildincr Code section 312.4).
—F'ood stove locabon - Alcove — LavIC section 205 confined space & 223 unconfined space & 304.2).
mck.- detectors (Uniform Building Code section 3 10.9. 1).
. Pagel of2
Water closet cleamces (Uniform Plumbing Code 408.5).
SbDvker compartment minimum 1024 sq. irL& 30- circle (Uniform Plumbing Code 412.7).
B JD .1C - or concrete foundations that shall k of sufficient size to support
Mg %%alls shall be supported on masonr)
S aU Joe
U loads (13niform Building Code section 1806.3).
S RUCTURAL DETAILS:
P raced �211 panels shall start at not more am 9 feet from each end of a braced %%2U line. Braced %%-J panels
must be in line or offset from each other by not more than 4 feet (UBC seWon 2320.11.3). Spacing sball not
exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced %%-all
lines must be continuous throughout the structure.
A California licensed arcl-itect or registered engineer must prepare a lateral analysis for the area of the building
that do not complv with the Uniform Building Code. This must include the designees "we S=P, signa=c,
registration nun�b�r and expiration date on all sheets of plans d . epicting the designed elements and cover sheets
of calculations.
erestory requiring balloon hvning and/or engineering. Buil ding Code Table 1
Foundation plans complete enough to construct building (Urdorm
Floor construction details complete enough to construct building.
Mevations and A -all cDnstrucdon details complete enough to construct building.
Roof construction details complete enough to construct building.
FIMI= construction details and calculations if necessary.
Garage door header size(s).
Porch header size(s).
Typical header size(s).
tud heights.
—1 exTansive soil - special foundation design require . d.
R;taining walls requiring design.
wallboard nailing inspection required.
the area below the )owesi floor is fully enclosed. Ow a n-dnimum of two openings are required with a total
net area of at lc= one square inch for every square foot of area enclosed N%ith the botLOm Of the Openings no
more than one foot above grade. Ahernatively. certification may be pro-,ided by a registered professional
engineer or architect that the design Ail) allow equalization of hydrostatic flood forces on exteriorA211S.
Building must be designed and anchored to prevent floatation. collapse or lateral movement. Construction
P requirements must be shown on the building plans.
&tectric� heating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be
a(
e:dped andlor located so as to prevent water from entering or accumulating -Aith the components during
conditions of flooding.
desi
fCELLANTOUS ITEMS: e section 1003).
Staim"ay details - landings, rise and na head clearance, handrails (Uniform Building Cod
Guardrails (Uniform Building Code section 509).
Brick or stone vencer (Uniform Building Code section 1403).
EEMeriorplasw-weep screeds WonnBuDding Code section 2506.5). -
4' Roof pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-13-1 & 2).
-6 Foam insulation - protection.
-? , 36" balls and stairways (Uniform Building Code section 1004.3.3.2).
.8- T%v exits on three - story dwellings (Uniform Building Code section 1004.2.3.2).
-9- Underfloor access and ventilation (Uniform Building Code section 2306.3 2306.7).
iAttic access and ventilation (Uniform Building Code section 1505).
Sound requirements.
.k?.'Energy design compliance and supporting documentation.
responsible area requirements.
UMDING PERMIT REQUIREMENTS:
1. 0 SRA.
2. 0 Flood eleva6on cenificam
3. 0 Fire Sprinld er-s required.
4- ID Special Inspection requiremems.
5. 0 Use Permit conditions.
6- 0 Sub -Standard Housing lener.
p2p-e -- If'
r
00F 0
0 0 RESIDENTIAL PLAN
0 REVIEW GUEDE
0 0 SINGLE FAAffL Y, D UPLEXAND
0 ACSCMANEO US 01YZ Y
0 --mer. Building Permit Number:
0 P . lans Examiner-: 1-17,qcIn 5jrn A. P. Number:
GELNER.kL:
Zoning requirements - (number of perinitted living units).
-2---1 laris signed by the designer.
Proper description of work on the application.
:�.4�.xistinviolations on the property.
;��-.Recorded notice of violation.
���Buildin- perrruE valuation.
PLOT PLAIN:
III- Complete par-..-[ size and dimensions.
Setbacks. side yard, easements, etc.
Other buildings or structures.
Gradin& fills andior drainage.
Flood hazard.
Special conditions on Parcel Map:
Noise Cj - SRA _-,�ire Sprinklers C1 Water Tender C] Traffic and Drainage Am 0
Federal Aid Route and/or ��deral Aid Secondary Route setback requirement.
Buildin- or utibties�across lot lines (Lot merger approval by Butte County Land Development)
,FLOOR PLA.N:
I with dimensions and of sufficient clarity (UBC section 106.3.3).
tans and specifications drawn to scale ttilding Code section 1203).
100,16 of natural light and 5% of ventilation (Uniform B m nntrn w
Escape or rescue windows shall have a minimum act clear openable area of 5.7 square feet. TIM W
clear openable height dimension shall be 24". The minimum net clear openable width dimension sW W 20'.
When %vindo" s are pro,6ided as a means of escipe or rescue, they shall have a finished sill height not more dm
44" above the flcor (Uniform Building Code section 310.4).
,4 Sk-ylights (Uniform Building Code section 2409 &- 2603.7).
Glazing in Hazardous locations (Uniform Building Code section 2406).
T Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not Iess dm 7 fed
easured to the lowest proiection from the ceiling (Uniform Building Code section 3 10.6. 11
All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less dm 7 Ant in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GFC1 in baths. _z=ge, kitchen. wet bar. and exterior receptacles (NEC 210).
Water heaters %% hich depend on the combustion of fuel shall not be installed in a room used.or designed to be
used for sleeping purposes, bathroom clothes closets or in a closet or other confined space opening ho abath
P
I
E
c
o bedroom (Uniform Plumbin Code section 509-0).
r 9
Fuel buming equipment shall not be installed in a closet� bathroom or a room readily usable as abedroom. Orin
a of these (Uniform Mechanical Code sectIN W4
a room. comparunent or alcove. opening directly into any posts (uniftm ftu"
Garage firewall separation - required on garage side including supporting walls and
Code section 302.4 exception #3). to a room used for sleeping purposes
nder no circumstances shall a private garage have any opening in
'niforn Building Code section 312.4). 304.2).
in un &
Wood stove loc3don - Alcove - UNIC section 205 corif ed space 223 confined space
Smok.- d;tectors (Uniform Building Code section 310.9.1).
Page I of 2
losel clearances (Uniform Plumbing Code 408.5).
��WshaolvZtcr compartment minimum ) 024 sq. in. &- 30" circle (Uniform Plumbing Code 412.7).
14elkaring,A-alls shaU be supporied on masonry or concrete foundations that SW be of sufficient size to suppoll
all loads (Uniform Building Code secdon 1806.3).
T VCTURAL DETAILS:
Braced U-41 Panels "I S= at not more than 8 feet from each end of a braced A -all line. Braced wall panels
R,
nmg be in Une or offset from each other bv not more than 4 feet (UBC section 23 20.11.3). Spacing shall not
f MC section 2320.4.1.) Braced %%-aU
34 feet on center in both the)ongitudinal and transverse directions (L
es must be continuous throughout the structure. f the area of the building
n
A California licensed arch�itect or' registered engineer must prepare a lateral analysis or
include the designees "wet" stamp, signatum,
that do not complN uith the Uniform Building Code. This must
registration number and,expiradon date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
Clerestory requiring balloon ftan-dng and/or engineering.
ct building (Uniform Building Code Table I 8 -I -C).
Foundation plans complete enough to constru
Ylloor construction details complete enough to construct building.
Elevations and A -A construcdon details complete enough to construct building.
Roof construction details complete enough to construct building.
FiMlace construction details and calculations if necessary.
. rge door header size(s).
orcb header size(s).
Typical header size(s).
.Stud beights.
ja- I-ligh expansive soil - special foundation design required.
-14' Ptetaining v,-alls requiring design.
15. C*T�=,A-Oboard nailing inspecLion required.
_jA*IXthe r below the lowest floor is ftilly enclosed. 0= a minimum of two openings are requiredmith a total
net area of at least one square inch for every square foot of area enclosed %Nith the bottom of the openings no
de4d by a registered professional
more than one foot above grade. Alternatively. certification ma\ be pro\i for on exterior u-alls.
engineer or architect that the design \;ill allow equalization of hydrostatic flood ces . on
Building must be designed and anchored to prevent floatation, collapse or lateral movement- Construcu
design requirements must be shown on the building plans.
ectric� heating, ventilabon, plumbing and air conditioning equipment and other ser%ioe facilities shall be
the components during
designed and/or located so as to prevent water from entering or accumulating %%ith
conditions of flooding.
MNCELLANTOUS ITEMS: drails (Uniform Building Code secdon 1003).
t'Staim,ay details - landings, rise and run. head clearance, han
Guardrails (Uniform Building Code secdon 509).
Brick or stone veneer (Uniform Building Code section 1403).
ExWdor plaster - weep screeds; (Uniform BuiJ ding Code section 2506.5).
Roof pitch for Toof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2).
Foam insulation - protection. 2
36" halls and staim-ays (Uniform Building Code section 1004.3.3.
71wo exits on three - story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code secdon 2306.3 2306.
Attic access and ven6lation (Uniform Building Code section 1505).
S.1ound requirements.
40MIEnergy design compliance and supporting documenta6on.
,W. CDF responsible area requirements.
199-11M,DING PERMIT REQUIREMENTS:
1. 4 SRA.
2. Flood elc\-aLion certificate.
3.. -*'Q Fire Sprin)Jers required
4. 0 Special Inspection requiTemen-6.
5. 0 Use Permit condibons.
6. 0 Sub -Standard Housing lener.
P 2 P- e f 2
BUTTE COUNTY PARKS DEVEWPHENT FEE CERTIFICATION PORK
CHICO AREA RECRZATION'AND PARK DISTRICT
A - -�
A/ / -7 -* ,67 A /I -
Assessor Parce 1 f
Property Owner
q t"
Project Location/Address
Subdivision
Re ntial Development: (check one)
7New Development Alteration I /Addition
Total Number of Dwelling Units
Number(s)
Mobilehome(s)
N6n-Residential
to Residential
vate
Chico Area Recreation and Park District(CARD) certifies that
-Y A014-12 C -
(Applicant Name) (Phone Number)
7 !�A
/4
(City) (State) (Zip Code)
has complied with the requirements of Butte Co. Resolution No. 90-140 by
payment for dwelling units @ $1,1 89 for total payment of $
X2
CARD RepresentZtive Date
PAID BY CHECK NO.. REMARKS:
BANK NO. I- Lj,) 38
PAID BY CASH
RECEIPT NO.
Distribution: White—ApplicMil Yello w --Butte Co. Building Dept.
Pi nk--CARD Ft4 G-6 1�de n Ci2t Sri P6 f Chid6TB.Ui 1 ding $D;Eft5t�--j
park.fec (form revised 11/90)
A' -V1
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
4—
Building Department Representative
(Floor Plans reviewed by School District Personnel)
District Id entification No. —�>o
School District certifies that
(Street Address)
. I I (City)
has comp'lied with the requirements of Resolubon No.
Roofed Areas)
Date
(Applicant)
el� V5 _0 3
(Phone Number)
(State) (Zip Code)
10
by payment of $ _7�36-1
representrig square feet. AB 2926 $
IFULL MITIGATION $
School District Representative
Paid by Check # _58 Remarks:
—A Uzz,-
Date
Notice.-', You'may protest the imposition of the fees identified above by subn�itting a written protest to the District, in compliance with
Governme'rit Code Section 66020(a), within 90 days'from the date fees are paid. Failure to submit a timely.wri"en protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
'Local Planning Agency that this project is being reviewed under the California Environmental Q�ality Act (CEQA),
notified by'the applicable
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building departmentI, Pink (school district) feeiorm.x1s (10/98)dmm
a517- X15115
School Dis trict
Building Department No.
6_,5301
A.P. Number 4Vk7_ 60
-T I 42�� Jurisdiction:
city County
Property Owner
Property LocatiordAddress
Subdivision
Lot No.
Residential Development F -h
............. ..................... ...................... ............................... *
Sq. Footage
No of Living Mobile Home
Addition/ *Supplemental;to
(Group R)
Units Installation
Conversion Permit
......................................................................
*(No ; ..................................
Co.mmer'cial/ln'dustrial
Sq.. Footage
New Addition
(Includinn Exterior
4—
Building Department Representative
(Floor Plans reviewed by School District Personnel)
District Id entification No. —�>o
School District certifies that
(Street Address)
. I I (City)
has comp'lied with the requirements of Resolubon No.
Roofed Areas)
Date
(Applicant)
el� V5 _0 3
(Phone Number)
(State) (Zip Code)
10
by payment of $ _7�36-1
representrig square feet. AB 2926 $
IFULL MITIGATION $
School District Representative
Paid by Check # _58 Remarks:
—A Uzz,-
Date
Notice.-', You'may protest the imposition of the fees identified above by subn�itting a written protest to the District, in compliance with
Governme'rit Code Section 66020(a), within 90 days'from the date fees are paid. Failure to submit a timely.wri"en protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
'Local Planning Agency that this project is being reviewed under the California Environmental Q�ality Act (CEQA),
notified by'the applicable
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building departmentI, Pink (school district) feeiorm.x1s (10/98)dmm
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION -
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
Recorded
Official Records
County Of
BUTTE
CANDACE J. GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
03:30PM 01 -Apr -2003
I REC FEE 1@. @@
I COPIES 2.50
1 Alyce
I Page I of 2
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
. FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property si tuate in the County of Butte, State of California, described as follows:
Date PROPERTY OWN]
State of California '7"4':k 5,
County of �'rrc' ) .5 HF4,4E)e L_ .
On before me,
personally appeared<j� y- � ZA,,,(
U2ZAS f J-he-ke-ye 4-etV1.eq_0 S pemefmUy
knowffto-M (or proved to me on the basis of satisfactory evidence) (o be the person(s) whose name(s) Ware subscribed
to the within instrument and acknowledged to me that hWs-he/they executed the same in hh9hWtheir authorized
capacity(ies), and that by hPj4i*W.their signature(s) on the instrument, the pefson(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS m2yhland andl offilc* I al
Signature rGJ7 LAIR L HER
8
Seal: COMM4 81
r Notary
Butte
AR #
EXHIBIT A
THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
Order No. 00201642-002
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "QUAIL RUN SUBDIVISION",
WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON AUGUST 28,1980, IN BOOK 72 OF MAPS, AT PAGE(S)
95, 96, 97, 98 AND 99.
AP NO. 047-500-012
M
B
3060 Thorntree Drive #10 • Chico, CA 95973
(530) 894-8833 voice • (530) 894-8882 fax
email: cj@r-c-e.com
Plan Check Comments
Landeros Res. - AP# 047-500-012 - Building Permit # 02-3314
The following responses are in regards to the plan check comments made on January 10,
2002 by Philo Hunt, Butte County Plan Check Engineer.
Non -Structural Comments:
1 to 5 by John Russo
Structural Comments:
1. Engineer has wet stamped and signed all plans containing engineering requirements.
2. Engineer has wet stamped and signed structural calculations.
3. Floor girders have been changed to 6x8 DF -L
4. Pier, footings for girder have been changed to 24"x24"x12" deep footings.
5. Wall lines 1, 2 and B have been modified so that there are more braced wall panels
on each wall line.
6. Lengths of braced wall panels have been added to the plans.
7. Walls at bedrooms 1 and 2 are braced wall panels. See detail 11 /56.1
8. Holddown anchor bolts have been noted on the foundation plan.
9. The only interior or gable end shear wall is at wall line 3. Roof framing plan
references detail 10/56.1 for this location.
10. Support has been added to truss R30, see Roof Framing Plan.'
11. B.O.
12. B.O.
13. B.O.
14. Front porch beam size has been added to the Roof Framing Plan.
15. The Roof Framing plan has been modified to match the truss plan.
16. Engineer has reviewed truss calculation and provided a letter of compliance.
Charles ]. Roberts, PE (530) 894-8833
4`�
f
RECORDING REQUESTED BY
B)dwell Title & Escrow Co'mpany
AND WHEN RECORDED MAIL TO
Name. Jack S. Landeros
Strec; Shelley L. Landeros
Address P.O. Box 1792
city, state Chico, CA 95927
Zip
Ord.rNo. 00201642-002 V
El go 0 a — 10 Q) a;R C--3 Z3 4B
Recorded
Official Records
Count Of
BUTE
CANDACE J. BRUBBS
Recorder
ROSEMARY DICKSON
Assistant
09: 60AM 03 -May -2002
Parcel No. 047-50"12 GRANT DEIED
THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY
REC FEE 10.00
TAX 132.00
Fay
Page I of 2
The Undersigned Grantor(s) Declare(s) Documentay Transfer Tax is $132.00
0 City/Town of 0 computed on full value of interest or property conveyed, or
Fl Unincorporated Area E3 full value less value of liens or encumbrances remaining at
the time of sale
0 Monument Fee of $ 10. 00
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged,
Richard A. Linton and Janet M. Linton, Husband and Wife as Conununity Property
hereby GRANT(s) to Shelley
Jack S. Landeros and Landeros, Husband and Wife as Joint Tenants
the following real property in the 0 City of 0 Unincorporated Area
County of Butte, State of California: $
Dated: Andl 18. 2002
4Richa,rd AA. &Lti�ntoi�i
SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF
<Z�j A - g
��- 1:1'n-lon
STATE OF CALIFORNIA SS:
COUNTY OF BLj+k—_
On AL's -pr, 1 -7 7� . '2-0 0 Z- before me, the undersigned, a Notary Public in and for
said Cotnty and State, personally appeared
Richard A. Linton and Janet M. Linton
Personally known to me (or proved to me on the basis
of satisfactory evidence) to be the person(s) whose
name(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same
in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the
person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signature V I't LeQ'ch ,
SEAL OR
V. WELCH
COMM. 11230070
all
I
WTARY PUBLIC-CAU110 111A
COLWY OF BUTrE
912M. EXPI(U 02t. 21, 2M
MAIL TAX STATEMENTS TO: SameasAbove
BTEC/Gran(dee
M-1
Order No. 00201642-002
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:
LOT 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "QUAIL RUN SUBDIVISION",
WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF
BUTTE, STATE OF CALIFORNIA, ON AUGUST 28,1980, IN BOOK 72 OF MAPS, AT PAGE(S)
95, 96, 97, 98 AND 99.
AP NO. 047-500-012
;r-
rl.,�
January 6, 2003
Russo Constructioif
1658 , 0 Bowman Rd.
Cottonwood, CA 96022
Department of Development
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 047-500-U-2----,
Building Permit Number: 02-3 —Landeros Pool House
Services
Thank you for submitting the plans for your building project. The plans have NOT been
reviewed, and the plan examiner's comments are listed below. Please respond in writing to each
item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your
complete and clear response will expedite the review of this project
NON-STRUCTURAL COMMENTS:
1 . Please provide 3 more plot plans. We need three comiplete sets of plans for each
building.
2. Your building scales out to 2405, but th-e dimensions say 2000. Please provide plans to
scale. I
3. Please provide all window sizes on the floor plan.
4. Please show the flood venting on the elevations and refer to it on the plans.
5. Provide landings, per code, at all exterior doors.
6. Please show the method of bracing and nailing on the plans.
7. Please show the HVAC equipment on the floor plan.
8. Provide 2 sets of truss engineering for this building.
9. Provide a Flood Elevation Certificate for this building with the correct vent area for flow-
through on it. The Certificate provided does'not call out enough vent area for the house,
garage, and pool house combined.
STRUCTURAL COMMENTS:
1. Not done yet.
If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for
Linda. Philo will answer your structural questions.
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
1 of2
Lin a Simpson Philo Hunt, P.E.
Plans Examiner Plan Check Engineer
2 of 2
rLAN REVIEW RESPONSE FORM
In order to expedite the review of your pyo p� compkto the Wowing information sad can dw
= chis onn is not oomplete, at to all con*Won itjwA we wi11 not be able to aooept your ro�ubmtttal � yft
'response to every item requested is our pica corbcdon letter. 'By othe C. Is not conddered a valid �e
response to cub item And the location where the idrormadon can be found on the pW&cala. o°�•` Pon
ATTACH THIM OR YOUR PLAN REVIEW LETTER AND RERAtN WITH MIO
OWNERS MIME CORM A DOPY
ASSESSORS PARCEL NUMBER PERMIT NUMBER x
01-7
RESPONSE FOR PLAN CHECK LETTER DATED.
ITEM 6 RESPONSE 8Y: -- - LOCATION ON PLJW9IC/LLCS:
AL
- • • wc�►I WN ON PLAN=ALCS:
PLAN REVMW RESPONSE FORM
1n order to expedite the review of your pU04 plew complete the Wowing information and rerun this form
this -form is not complete. as to all cormwon hems, we will not be able to aotxpt your re-mbmlttal h yq�
response to every item mgttested in our plan oortrteWon letter. "By othe C. is not eonddered a vaUd There
response to each item sod the location where the iolformdon an be found on the planakala. r0�0 Pier
ATTACH TIM FORM TO A COPY OR YOM PLAN REVIEW LETTER AND RETURN WITH REVX10
OWNENAME
RS 0��� _. _.. ... _ .__ ...._. .......
DATE:.F • ...
ASSESSORS PARCEL NUMBER PERMIT NUMBER
1-7
RESPONSE FOR PLAN CHECK LETTER DATED:
.K REM • RESPPO,NSE BY: •-a - LOC//A��TION ON PLAN SIC
,c
�J72S_.
rl�,tJ cot)
K (TEM K RESPONSE BY: LOCATION ON PLANS/CALCS.-
rLAN REvmW RESPONSE FORM
In order to expedite the review of your p� P� �P� tho fbIlowinE information
�and t+ea,rn �yform Wi
s form is not oomplet� u to all co WMA we wW not be able to m"t your tn-tubmitfal for t4 yqt
cespoose to Very item requested in our plan oorbcdon ktter. "By otbe a is not conddered a valid ��' T6eue
response to cub item and the location wbae the Inkrmadfound aon cm be foudw plane%ala. re�O°�•` Pier
ATTACH TM FORM TO A COPY OF YOUR PIAN RrMW LETTER AND RETURN WITHAft
OWNERS NAME�/� S• _. .. _. _.. ... _ .__ ....__ .......�
,L��(i�z?"�� • • OATS: J • ...
ASSESSORS PARCEL NUMBER PERMIT NUMBER x
RESPONSE FOR PLAN CHECK LETTER DATED:
"O"OC�,(��T.^nom• �•O_ _ •.
ZJ '7-d �CG�
CK REM K RESPONSE BY:
ee.�,GW G'Ao,f
FT U°4Az
F� � I�•G��4.� . .
File A141c)
2
ENCROACHMENT PERMIT
County of Butte Department of Public Works
7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356
Download Forms: www.buttecounty.net/publicworks/fonns.html
NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE
Phone (530) 538-7157 Ext. 2016 1
Permit Number 7District
0'� 6 3 7
APPLICATION
I / WE, 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 signature must be typed or legibly printed.)
1. Applicant's Name:
U-5 ,-5A0LZZ1-U
Ia. Company Name:
2. Address:
,o�d 4d�� owled
3. Phone:
4. Assessor's Parcel Number: -/,7-
5. Location of Work one 1,7S 0 X)6
6. Applicant'
7,. W -d -3
CONTRACTOR'S INFORMATION
8. Contractor's Name ley do,;JZYo� 6-��Z/J
9. Address /4� SS�L) 4d /J "/1-6 d,:Q,=q
10. Phone- .5,17- e�/-76-z
11. Fax:
12. Contractor's License Number: V,,?S- IS 7
13. Certificate of Insurance: Yes El No: El
14. Contractor's Signature:
14a. Date Signed:
15. Authorized Agent: Ll
TYPE OF WORK TO BE DONE
16. Please Check: Curb: El Gutter: El Sidewalk: El
17. Driveway (List Type):
8. Other:
PERMIT GRANTED
In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below,
permission is hereby granted.
19. Conditions
V !r��! 4t IN.% ej ry 0 Ill &J
B iA r
Underground Service Alert (U.S.A.) must be notified two working days prior to any excavation. 800-227-2600
20. El All work shall conform to accompanying: Detail 0 Plans 0 Special Conditions 0
21. Date Issued
22. Expiration Date: 23 Surety:
z A
/
Mike Crump, Director of Public Works
By: 2ffd-±�
Note: If permits are faxed to any number besides (530) 5384356, they can be delayeh up to one Week.
General Conditions — See Page 2 Page I of 2
To:/ LARRY -PAIN'T,'ER
F
CHICO ENV. HEALTH
APPROVED
'6 tq. .
Permi
Owners Name:
4�m Address:
Building Site Address:
EHS_f' (� E
a CONDITIONALLY APPROVED
1A AY 2 9 F002
[:] RESOLVE PROBLEMS PRIOR TO APPROVAL
PERMIT CLEARANCE
4
Date:
AD*- nC("7- 1�� -nl--�-
Ae400� h7fOrmabrOV7
Permit Type: Agriculture Building El Commercial E) Industrial Mobile Home SFD Residential Accessory
2nd Dwelling E]Multi-Family >2 units per parcel Septic AWell 190ther �PDDL
Zone District: Date of Zoning Ordinance:
General Plan: A- TZ Development Agreement:
Use Permit: Variance:
Parcel Is In: Land Conservation Agreement No [] Yes, check use Minimum Acreage:
Nitrate Action Plan No f7j Yes
Violation Area No n yes
ii
Specific Plan 0 No Lj Yes I F-1 Chico [:] D2N [:] Cohasset
Enterprise Zone X No [:] Yes, check use I
Floodplain E] No 4S yes Zone: A
Watershed Protecdon Zone 0 No f-1 yes
Pronosed Use Complies With: General Plan Zoning
Proposed Use Reaulres: Use Permit Minor Use Permit E) Administrative Permit
Commercial/Industrial/MuIU-Family Uses:
Parking: E] Parking Requirements are OK as Shown Other
Landscaping: F-1 Landscaping Requirements are OK as Shown Other
Road and Drainage Improvements Required: No E] Yes
Applicable Setbacks: I
40
Panel Number:
[:] Accessory Building Use
Zoning Code
Street & Highways
Fire Prevention
Subdivision Map
Front
63
Side
1-S D
Side, street
Rear
lHeiaht
Environmental Health Issues:
Septic Permit Review:
Well Permit Review:
Land Development Review:
Parcel Created by:
0 Deeds Date of Creation:
Agriculture Affidavit Required C3 No yes
Designated Well Site No yes
Drainage Plan (Com/Ind/Multi) No C3 yes
Deed Reference:
Parcel Frontage on Publicly Maintained Road:
Complies with County Standards for Deed Creation:
Comments:
Legal Access Provided:
Legal Access Required:
[] No El Yes, Road Name:
0 No F1 yes
No F] yes
No E] yes
LRVRI�—
Map Date of Recording:
Lot: Block: Book: Page:
Conditions That Must be Met Prior to Issuance of Permit:
Verify Legal Parcel F—I Verify Legal Access .1 [--] Provide Creation Deed
Comply with condition no. of conditions of approval for the
Obtain a Certificate of Compliance(See Planning Division for application).
ElConstruction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment).
0
Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23).
ElConstruct road to meet Parcel size required by zone E] Meet current EHD requirements.
Other
General Comments:
January 10, 2003
Russo Construction
16580 Bowman Rd.
Cottonwood, CA 96022
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 047-500-012
Building Permit Number: 02-3314 (Landeros - single family)
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Y . our complete,
and clear response will expedite the re -check and approval of this project.
NON-STRUCTURAL COMNMNTS:
The minimum size of any habitable room in a house is 70 square feet. The sewing room does
not meet this requirement. Please revise the plans.
,�.2e You need 26 square feet of glazi fig in the master bedroom for natural light. Typically, French
doors as shown on the plans allow less than 20 square feet of glass. Please revise the plans or
show that these doors meet the minirnurn glass requirement.
?�,Plea§e show the flood vents on the elevations.
,4� You must have a landing, per code, at the exterior laundry door.
9� lease put the requirements for the recirculating water heater on the plans.
STRUCTURAL COMNMNTS:
&.,r Provide the engineer's stamp and signature on all plan sheets containing engineering
requi rements,
rovide engineer's wet stamp and signature on the structural calculations.
,X Provide adequate girders to support the floor joists. The 4x8 girders shown on the plans are
overspanned.
,,�Provide adequate pier footings. The 18" square footings shown on the plans can not support
/he design floor loads.
V5. The lateral design calculations address wall lines A, 3 and 4 only. Are the other wall lines
intended to be braced wall lines? Note that wall lines 1, 2 and the garage portion of line B do
not comply with LTBC bracing requirements because the panel spacing exceeds 25'. Please
p0o"vide a lateral analysis for these 'wall lines or revise the plans to comply with the UBC
sAlbracing requirements and designate them as braced wall panels.
l case specify lengths of type A and B panels.
11�;Irrovide foundations to support the interior shear walls at bedrooms I and 2.
Please show holdown anchor bolt locations on the foundation plan.
I of 2
.911 Provide shear transfer details of the roof diaphragm connections to the interior and gable end
,,�lear walls and key details to the roof plan.
CO. Provide adequate suppo5.for the R30 truss reactions,
t apyears that the R17A truss is to be supported by the R24truss.I�f please provide new
R24 truss detail designed for the concentrated load from truss R17Aand specify the required
hangar.
' T e R7 truss detail indi�Ates that support is required beyond the back wall. Please clarify.
1.3 It appears that the R14'truss should be 297' between bearing points similar to truss R13.
IP -lease check.
Specify front porch beam sizes.
K 5. Please revise the roof framing plan to match the truss layout and show bearing points under
al-l'multi-ply trusses.
Please provide documentation from the engineer stating that he has reviewed the truss
package and that it conforms to his design.
If you wish to discuss any of these requirements, please'call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for
Linda. Philo will answer your structural questions.
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
Linda Simpson
Plans Examiner
Philo Hunt, P. E.
Plan Check Engineer
2 of 2
8-1
OA,
)0 Department of Public Works
.0 C o u n t y o f B u t t e
0
0
0) 7 County Center Drive
0 Michael Crump, Director LAND DEVELOPMENT DIVISION
Warner C. Phillips, Assistant Director Oroville, CA 95965
(530) 538-7266
(FAX) 538-7171
January 31, 2002
Janet Linton
4785 Songbird
Chico, CA 95973
Re: Lot 12 Quail Run Subdivision, AP 047-500-012
Dear Mrs. Linton:
I am sorry it has taken so long to gather the information with respect to the potential for
development of this vacant lot with a single-family residence. I wanted to be sure there were no
special requirements for development other than complying with established setbacks obtaining
the necessary permits and paying the appropriate fees. A simplified flow chart of the building
permit process is enclosed for your reference. No special requirements were disclosed, the
following is a brief synopsis of the proesses.
Prior to issuance of their permit(s) the Building Division would need plans conforming to the
adopted Uniform, Building Code, zoning regulations and a FEMA Elevation Certificate. The
Elevation. Certificate is required since a portion of the property lies within a FEMA designated
flood plain, and the lowest floor of any new structure would need to be a minimum of I foot
above the flood'level. For additional information you may contact Mike Vieira, Chief Building
Official at 530-538-7541.
The Environmental Health Division indicates they have record of a permit for a domestic well,
which was never installed. The Subdivision Map indicates the location for the proposed well as
well as a 100' leachfield free setback from Rock Creek and a building setback from Songbird (a
copy of sheet 3 Of 5 is enclosed for your reference). The lots were designed to allow for
installation of a sewerage disposal leachfield system with replacement area outside the leachfield
free area in accordance with County* Standards. The residence would need to be placed on the
lot in a manner that would not reduce the useable sewerage disposal area below the required
amount. Prior to issuance of their permit(s) they would need plot plans showing the proposed
location of the well, structures, sewerage disposal system and replacement area for the sewerage
disposal system. For additional information you may contact Cliff Bottenfield, Sanitarian at 530-
891-2727.
Linton Lot 12 Page 2 of 2
January 31, 2002
With respect to the proposed Rock Creek -Keefer Slough Flood Control Project we foresee no
impact on the ability to develop this lot with a single-family residence. In this feasibility study
phase we are 'exploring alternatives, we would not delay issuance of any development permits
because of, or pending results of, this study. The latest plan dated 15 AUG O1 (copy of your area
enclosed), indicates the installation of a floodwall and inspection road along the southerly bank
of Rock Creek in this area. A typical cross section for placement of a floodwall and inspection
road is also enclosed for your reference. Although the plan has not been designed in detail,
discussions with Tim Kelleher, Project Manager for the U.S. Army Corps of Engineers, indicate
that the floodwall would be constructed northerly of the existing berm and in most instances the
inspection road would also be northerly of the berm. Placement of these facilities should not
restrict development of this lot or otherwise restrict the location for placement of the residence
the well � site already defined on the map, also should not be impacted. You may contact Tim
Kelleher at 916-557-7963 for additional information.
If you should have any questions concerning this matter, please contact this office at
(530) 538-7266, Monday through Friday, 8:00 a.m. to 4.:00 p.m.
Sincerely,
.4"� *w
Stuart Edell, P. E.
Manager, Land Development Division
SE
Enclosures
cc: all w/enclosures
Mike Crump, Director of Public Works (File 400.11.5)
Mike Vieira, Chief Building Official, 7 County Center Drive, Oroville, CA 95965
Cliff Bottenfield, Sanitarian, Main Street, Chico, CA 95928
Tim Kelleher, U.S. Army Corps of Engineers, 1325 J Street,
Sacramento, CA 95814-2922
Supervisor Mary Anne Houx, 196 Memorial Way, Chico, CA 95928
Provide handout listing
required submittal
information. Request
applicant to resubmit to
proceede
Apply appropriate conditions to permit.
Provide conditional clearance to issue
permits on property
yes
SFD Building Permits
1/30/2002 Page 1 of 4
Permit Application
submitted at counter
PAA review application, prepare checkoff
sheet with additional items necessary for
approval of application. Applicant signs
checkoff sheet and takes copy.
j Does not comply
Require issuance of
Certificate of Compliance,
Parcel Map or otherwise
bring parcel into
compliance prior to
issuance of permit
Provide clearance to
issue permits to
parcel. Note Plan
checking is
independent of these
steps
Plan Check
Page 2 ,
no
Development
Index application,
requirements or
restrictions noted on
place in plan
map documents
checking line.
Environmental
Map Health VAC
Page 3
Vacant land or
Parcel creation
permits previously
Vacant
issued?
Request applicant provide
additional documents to
Deeds
determine compliance.
Usually deed(s) of creation.
Environmental
Primary problem approved
Health EX
access.
Page 4
Created in accordance
with County requirements
Unknown
at time of creation
Existing improvements
Review additional
Yes
information for
compliance
Complies
j Does not comply
Require issuance of
Certificate of Compliance,
Parcel Map or otherwise
bring parcel into
compliance prior to
issuance of permit
Provide clearance to
issue permits to
parcel. Note Plan
checking is
independent of these
steps
Plan Check
Page 2 ,
Aplication
Page 1
SFD Building Permits
1/30/2002 Page 2 of 4
Valid Application see sheet 1
NO �on-Structural Bu
Codes OK
Complies with FEMA
Flood Regs
NO Complies with
Recorded Map
Conditions
NO Complies with Title
24 Energy Regs
NO Complies with SRA
4290 Standards YES YES
YES YES
NO Structural Building YES
Code OK
QUI yes prior to plan approval
Contact applicant by
phone and plan check
letter, copy owner,
contr., designer.
Complete School Fee
Form & mail
Contact applicant
and remind of
outstanding
conditions
jbeenYES
Clearance from
Env. Health
d Ag YES
ceived
YES
IF IF IF
All yes prior to plan approval
Index in
suspense
file
30 Days �
NO Has the permit NO Have items been
application expired resolved i
YES
iit Application expires after one year.
Contact applicant & advise new
application required.
NO Are plans
approved
YES
NO /Have all clearances
been received
YES
PAA/CLERICAL
ISSUE PERMIT
Incomplete
application request
additional
information from
applicant
I no
Clearance required for water supply and Water System
sewerage disposal prior to issuance of building review efter from uti
permit Water supply authorizing
information service
Information provided
Approved
Public
System
Letter from utility
authorizing service
Yyes
Sewerage Disposal
review Sewerage
isposal informatio
Septic/leach line system
20--<Septic permit issued, '�
stem proven to meet min
SY County Requirements ,
Domestic Well
yes
Request additional
information from
applicant to verify
compliance with
requirements
'Well Permit issued, wate
proven to meet min Coun
Requirements
yes
'Clearance for Watee
supply and sewerage
I dispos.al I
rovide clearance to issue
building permit
Application
SFD Building Permits
Page 1
Vacant land -No existing permitted septic system
1110/2002 Page 3 of 4
Complete
Application, 2 copies of floor plan
and 2 copies of plot plan depicting
application
proposed water supply and
submitted
sewerage disposal system, payment
of appropriate fees
Incomplete application
request additional
Unknown
Require creation of parcel in compliance
Incomplete
information from
no
Legal parcel
with County requirements, may require
application request
applicant to determine
recordation of a Certificate of Compliance,
additional
legality of parcel
Parcel Map or Subdivision Map
information from
applicant
yes
Information
provided
no
Approved
Public
Incomplete
application request
additional
information from
applicant
I no
Clearance required for water supply and Water System
sewerage disposal prior to issuance of building review efter from uti
permit Water supply authorizing
information service
Information provided
Approved
Public
System
Letter from utility
authorizing service
Yyes
Sewerage Disposal
review Sewerage
isposal informatio
Septic/leach line system
20--<Septic permit issued, '�
stem proven to meet min
SY County Requirements ,
Domestic Well
yes
Request additional
information from
applicant to verify
compliance with
requirements
'Well Permit issued, wate
proven to meet min Coun
Requirements
yes
'Clearance for Watee
supply and sewerage
I dispos.al I
rovide clearance to issue
building permit
Compe res with record
` Application
Issue permit and System adequate
SFD Building Permits
Page 1
Existing septic/well system
1/30/2002 Page 4 of 4
Application, 2 copies of floor plan
Complete
and 2 copies of plot plan depicting
application
proposed water supply and
approval. Require
submitted
sewerage disposal system, payment
install or destroy systems.
of appropriate fees
Record found
Record not found
Contact applicant, request
Review records for
additional information
property Me
concerning location and
construction of existing well
and septic systems.
i
Does not compare with
Copare as built with
record
proposed plan
Compe res with record
Recieve additional
Issue permit and System adequate
information, field review for
clearance to
accuracy and adequacy
Building
Department
Notify applicant of
requirements for
approval. Require
necessary permits to
install or destroy systems.
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GROUN D DISTAUCE S.
SUB01 VISION -NO
1,;4, --1 (
214 1.'
2.0? 40� V,
r
WILSON ..A!4:0 N5 RD
P4 361e) N
2.3 v
CONrROL SCHEME
NO SCALE
/vo TE
A
2 i i. 7: f G610iND
.1.5TA-MCC ef
97-�4 �', Oe7t.
QUAIL R
A PORTION OF PARCELS I & 2 & ALL
OF PARCEL 3 OF THE SUBDIVISION OF
THE KEEFER RANCH IN SECT,ON 30,
T. 2 3 N., R. I E., M. D. B. & M -
BUTTE COUNTY, CALIFORNIA
OWNER AND SUBDIV:DER
STEPHEN C. BURTON
49Z 4'Z,' Ll�%�!
CONSULT'ING
SHEET 3 OF 5
RUV
(OUAIL
SU801VISION
rs 2. i: 4
4 1 f, N 1. 13, R �4 Is k
SCALE 1"=100'
5,192 66 :r
214 1.'
2.0? 40� V,
r
WILSON ..A!4:0 N5 RD
P4 361e) N
2.3 v
CONrROL SCHEME
NO SCALE
/vo TE
A
2 i i. 7: f G610iND
.1.5TA-MCC ef
97-�4 �', Oe7t.
QUAIL R
A PORTION OF PARCELS I & 2 & ALL
OF PARCEL 3 OF THE SUBDIVISION OF
THE KEEFER RANCH IN SECT,ON 30,
T. 2 3 N., R. I E., M. D. B. & M -
BUTTE COUNTY, CALIFORNIA
OWNER AND SUBDIV:DER
STEPHEN C. BURTON
49Z 4'Z,' Ll�%�!
CONSULT'ING
SHEET 3 OF 5
Wl M LEVEE
EROSI ON
ON.
Zz
41.
RkI-' 'A
�4� 4'
0
MOMWAM
Ab
rN
V,
.1 t4 IV "r
C_. tz�
41
kA
, &
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Dt,
'IVA$
gill
A
-.LEVEE
126 'a
SLURRY WALL
"'Al 7n
L
�w\
Rp.
N It-,;
0
Rock Creek Sec. 205 Study
Leave Existing Rock Creek Typical Floodwall Cross—Section
Riparion Habitat NTS
Inspection/Mcintenonce
Rood (10—feet wide)
En gi ne ere d Fil I
Arm or
FI oo dwo If
�Ljt W I tB1 M e. ml ova I
M -7LI Lim it
Zone I
Li Slope no Steeper than 1v
on 1.5h Except Where
ui to bl e
Top of S_j Impossible due to Space
Ma te ri of Rest rictio ns
/Optional Sheet
Pile/SlUrry C utoff
Wo 11
* Unsuitable Material —
Porous, Cobbles. Etc.
Replace with Suitable
Material (Ref EM -1110-2-
2502)
Zone 1
BACHMAN
December 20, 1985
Mr. Jim Glanders
County of Butte
Chief Building Inspector
#7 County Center Drive
Oroville, California
95965 -
RE: Mel Hegemiet
Lot 12, Quail Run
Flood Plain
Dear Jim:
ASSOCIATES
At the request of Mr. Mel Hegemier, I made a topographic survey
of Rock Creek in the vicinity of the Quail Run subdivision off
Keefer Road north of Chico.
Based on that survey, it is my opinion that, if the finish floor
is two feet above the original ground, it will not be subject to
the 100 year Rock Creek flood plain.
If I can answer any questions regarding this matter, please let
me know.
Very truly yours,
C. W. BACHMAN
CWB/ch
ENGINEERING SURVEYING -
3012 The Esplanade, Chico, California 95926
PLANNING - DESIGNING
Telephone: (916) 342-4136
�G z ? -
` FNo.
BUTTE COUNTY
"(M -Action 1, 2, 3)
Public Works Dept. (FoV"lormotion
if
Director
Dep. Dir.
Sec.
Rd. & Br. Mtce.
Shop & Yards
3
Bldg. Insp. Admin.
Design Engr.
Bridge Engr.
Constr. Engr.
Surveys
Mopping
Tran s p.
Land Dev.
Drng. /S.I.
Sub. $ Pc I. Maps
Permits
Addr.
r
�G z ? -
` FNo.
BUTTE COUNTY
"(M -Action 1, 2, 3)
Public Works Dept. (FoV"lormotion
if
Director
Dep. Dir.
Sec.
Rd. & Br. Mtce.
Shop & Yards
3
Bldg. Insp. Admin.
Design Engr.
Bridge Engr.
Constr. Engr.
Surveys
Mopping
Tran s p.
Land Dev.
Drng. /S.I.
Sub. $ Pc I. Maps
Permits
Addr.
eoil jr3tift
OROVILLE-, CALIFORNIA 7
GENERAL. CLAIM
CLAIMANT: Mel Hegemier
ADDRESS: P.O. Box 3771
CITY & STATE: Chico, CA 95927 IMPORTANT:
DATE OF CLAIM: February 3. 1986 SEE INSTRUCTIONS
ON REVERSE SIDE
SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES
DATE
DESCRIPTION OF 'CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT
Owner has decided not to do work. (Bldg Permit Appin. #87-86B,P,E,M
Receipt #51981; dated 1/13/86, AP # 47-50-12). fte
Building permit fees paid ------------------------- $787.00
Ketain tiling fee -------------------------------- $ 10.00
Refund due� --------------------- -------------------------- $777.00
Plumbing permit fees paid ------------------------ $ 66.00
Retain filing fee -------------------------------- Ll �-00
Refund due -------------------------------------------------- $ 56.00
Electrical permit fees paid ---------- ----------- $120.35
Retain filing fee -------------------------------------- =O-Ool
Refund due ------------------------------------------------- $110.35
Mechanical permit fees paid ---------------------- $ 30.00
Retain filing fee -------- : ---------- 7 ----- 7 ------
Refund due ------------------------------------------------- $ 20.00
Refund energy inspection fees ------------------------------ LLO-0-0
TOTAL REFUND DUE ------------------------------------------- $993.35
$993.35
TOTAL
$993.35
1. the undersigned, declare. under penalty of Perjury that the services or articles claimed have been performed or delivered, and that this
claim is true and correct as stated.
Dated this ...... . '2 ....................... day of /IS . ........... . ige ..... ...
.6 at Calif. ;,,W- . . ..... - I .....
8�e- .1
Signature of Claimant
1. the undersigned. hereby certify that. to the best of my knowledge, the services 2 cles specified above hav n performed or de -
or arti
livered and that there Is a Budget Appropriation 0 or Specific Board Approval Ej (Check one) for th same
Dated this ........ 3xd .................... day of ... Eebzuai.y... iq...8.15at ....... Calif . ...........
p ment Head or Autho
D:pt. E "p,
Cde ............................................ Cod . ................................................ PAYABLE FROM FUND
DO NOT WRITE BELOW THIS LINE — AUDITOR'S USE ONLY
DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV.NO. INV.DATE ENCUMB. GROSS AMT.
19
I
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Centler Drive- Oroville, California 95965 - Telephbne 916A34-4541
APPLICATION AND PERMIT
P
-Pf-RMIT NO.
V07
0 Z—
ASS S PA I N R
?I - )M
ZOM I
BUILDING PERMIT
J4� 0" pin
TELEPHOINFE
-x 9,1
SQ.FT. OCC. BUILDING VALUATION
owIRI'S MAANG-ADVE
TOR'S
CO C NKME
10 ne- 77C
`�Pll ONE
:6a .
CONT.RACTOR'S MAILING ADDRESS
F i rep face A.A
CONSTR7CTION LENDER
UNKNOWN
Tot,' i On' 1 $
Filing Fee
$ -10 no
LERDER'S MAILING ADDRESS
Permit Fee
$
ARCHI T OR ENGINEER
E NO.
Plan Checking Fee
$ /)/I
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
Permit fee
$ ilII)
PLUMBING PERMIT
F I I i ng F ee 10.00
Each Trap
tj 2.00 Jt, � eyq
e o0
S&ar�heat pump water heater
20.00 0 (0
LOT NO.
—j -g—
SUBDIVISION A
I Olin.' � "Pun
PARCEL MAP
Water piping
5.00 C7 (!2
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF Duplex[-] MobilehomeR 'Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer —F
5.00
Mobile Home S I G I W
10-00ea
TYPE OF WORK
New Addition [:J Re ode] [:1 Uti lities 0 installation[] Other 0
Desc Fibe work:�L—OgR
14
I I
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Fi I ing Fee 10.00
main service 1011 OR LESS
100 AMP OR LESS
10.00 10, jo
Main service EA. ADO -L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I
1 declare under penalty of perjury (check one)::
F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business
Professions Code and my license is in full force and effect.
License No.ZZ 6,4� A Z�? Classification J?
D 1, as the o wner, or my em'ployees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
EJ 1, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
F-1 I am exempt under Sec.—, Business and Professions Code
for this reason
NEW CONST ' (D W ELLING Oa"� n��
_OR ADDNS. AC C. . LOGS. 226-
NEW CONSTR. MU . TI-OUTLE7, 2.50 ea
NON-RESID. BRANCH CIRCU TS L
POWER APPARATUS.&)
SINGLE. OUTLET CIR
Ex. OCCUP(OUTLETS OR FIXTURES .20@50t
ALO 30t
FIXED APPLNS. OR
Ex. Occup. OUTLETS (RESID.) EA.) 2.00
Temporary service 10.00 /0
Mobile Home Facilities 15.00
Misc. Wiring 15-00
Permit Fee $
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
F-] The permit is for $100.00 (valuation) or less.
Ej I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
FilingFee 10.00
Heating
4.00
Cooling
00
Hood
—fl.
3.00 1,00
Ventilation
-
Permit Fee
$ 0,
Contractor
I 'certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said ounty in consequence of the granting of this permit.
-74 V/, 1/1 &A
X Date Lm J3 F
-V
Signature of Apo -cant OwnerX Contractor Ag.nYE1
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $ A01 00
TOTAL PERMIT FEE $ 1
occ u P.
I CONS1,TY1EJ
�J�1011
�4"
PA
71,71
?"AUE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
By
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date
Receipt No. LV9&1
WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-APPL I CANT
1/21/86
M41 Hegemier called this date.
His buyers have had an illness
in the family; therefore, this
permit may not be required. He
will contact us when he decides
if he needs a refund on this'
permit or to continue P/C.
Anne
COUNTY OF BUTTE_��DERARTMENT OF PUBLIC WORKS,�-BUiLDING DIVISION
7 COUNTY CENTER DRIVE - PROVILLE, CALIFORNIA 9596� - 1ELEPHONE' 916/534-4541
1
PERMIT APPLICATION DATA SHEET —
OWNER
Proposed Building Use
Ave 61;19;"
Permit Fee Based Upon: —Complete Contract Price
Permit No.
A. P. No.
4�- '50- /cz
DPW Valuation
Building Inspector G4AE-Z t. Date— v kt2
At time of permit application, I was advised the following data must be submitted prior to permit processing
and:/or issuance: DATE RECEIVED. APPROVED
1. All items have been submitted . . . . . . . . . . . .
2_ Plot plans in duplicate./triplicate . . . . . . . . . . .
3. Complete plans in duplicate/triplicate. . . . . . . . .
4. Complete engineered plans and calcs . . . . . . . . . .
Se Plans with Energy Design -Compliance Statement . . . . . .
_____V6. S.tate_Ener-9y-F-drm!sNo-. t/W&O Eeec.
7 Statement of Intent for Non-116at ed and AC Buildings.
8. Fees of $ . . . . . . . . .
9.1 Letter of signature authorizatir) . . . . . . . . . . .
0. Sanitation approval fro... 0 Health Dept.
11. Planning approval for (A) Use: — (B) Parking:
12. Certificate of Workmen's Compensation Insurance.
13. Contractor's License Information (no., name style, -classif.)
14. Owner -Builder Verification (Given to owner[], Mail to ownerE])
15. Improvements may be required . . . . . . . . . . . .
16. Mobilehome Installation Data. . . . . . . . . . ....
17. Pre -Inspection for Required. Pr,-I"spec. request to (Date)
Building Inspector
18. Recorded copy of Agricultura Acknowledgment Statement.
19. Other DRIVEWAY I �CDNSTRUCTIQN APPROVAL REQUIRED -PRIOR TO OCCUPANCY)
I -
When you issue the permit, process as follows: —Mail to owner. —Mail to contractor.
Y Telephone. llqs- 9P911 -Sand hold for pickup at _��KC)6ffice. —Deliver w/inspector.
Othpr
Copy of -plans sent —Health Dept., —Fire Dept., —Other Date
During the plan checking pro-c-eis-s, —the fol -1 -o -wing data must be submitted prior to permit issuance; -
(For required items not checked above at time of application, circle item,)
1. Index permit for above [tems No.
2. Additional items required:
I
(Contractor, Designer, Owner) was advised of above required data by —Telephone —Mail —Other
By Date
Plans -checked by.
Plans approved by
Other
Copy—DPW
Date
Date
85-2083-0
0 iN QFFICI�LRECOkD&
oF BUTTE COUNTY. C&LIFORMA
hT THE REQUEST OF
WD VAL-LEY TITLE (X�)-
1985 JUL IS PM 12: 2 2
ELEANOR M. BECKER - M__
CLERK -RECORDER FEE
pag9s
�Return to DPW AGRICULTURAL STATENENT OF ACKNOWLEDGENENT
'FOR RESIDENTIAL.DEVELOPNENT q(1M_( (If /V PS
Section 26-8.1 of the Butte County Code requires this acknowledgement 85—;!0830
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
pToperty may be subject to inconveniences or discomfort arising 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 Countylas e stablished agricultural zones which have as a
priority use for productive agricultural purposes, and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or disconform from normal,
necessary farm operations.
All that real property situate in the. County of Butte, State of California, described
as follows:
Lot 12,, as shown on that certain Map entitled, "QUAIL RUN SUBDIVISION", which Map was
filed in the office of the Recorder of the County of Butte, State of California,,on
4 August 28, 1980, in Book 72 of Maps, at Pages 95, 96, 97, 98 and 99.
Subject to Covenants, Conditions and Restrictions recorded September 2, 1980, in Book 2546,
Page 424, Official Records.
Date:
C/ C/
State of Ca
SS.
County of Butte
RY R. CASEBEER. Is
-mOMA .
NOTARY PUBLIC -CALIFORNIA
Butte Cbunty
Im -es Nov. 30,1989
My Comykssian E)Oi in
Present A.P. No. /J-2— —5-0
PROPERTY OWNERS:
r
'Melvin W. HegemieW
On this the 12 day o�f * July 19 85,", before
me, the undersigned Notary Public, personally appeared
Melvin W. Hegemier
EX17 Personally known to me. Proved to me on the basis
f of satisfactory evidence.
to be the person(sy whose fiame(s) subscribed to
the within instrument and acknowledged that
executed the same.for the purposes therein contained.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
Notary Public
Mary R. Casebeer
�ND OF DOCUMENT
i
i
A
A /
Oft"
vo
$Y Til.e. - 410tI nwi �e�4 0� d raw i v g �G.e�k-0 w/ auc.l►:a�.l, .
•- W/ a II cuvr'r,��- �la-�-P � �- �� o oma, LIn-
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h
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I�b�e �;E-{..:` Ian �'� ��1- • cavi �� ` ��� ula�o�,..
. , .. .. g .• .. per.
yea
meal -hod waec(�d �v ��a�i �'� ms's s�►�-uv� -Pror-tt�.e. G,E,G� t�c9�,
vwml nAr t?"
F., do
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MANDATORY REQUIREMENTS.'
CHECK LIST
a ns,
I V I . Adequate detail (1403-b), Title 20 -Chapter '2
Subchapter 4, Article 1)_
..-5t.6tement-,of. Compli.an e
C (1403 -c) -A
11 Fou nd a t i on s
A. Heated basements or crawl space.
1 - Foundation wall - minimum R-7 insulation
2. Wood frame -.minimum R-11 insulation (2-5352-c-�,*1)
*Insu
3.
' lation from foundation to floor above (2 -53527c -J)
4. Vap or barrier - Zones -1, 14, and 16 (2-53524).
5. In.filtration control..(2-5352-d),,.
III Floocs._—
A 1-4nfiltration
control (2-5352-d)
B�. Vapor barrier -,Zones 1, 14., and 16 (2-�5352-e)-.:.:..:-..-,-,.
I V.' *'Wa s
Wood f ramed
1 - Minimum R-11 insulation (2-5 -t-.1)
352
2. Inf ' iltration control (2-5352-d)
.,.Sole plate
Exterior wall panel joints
c. Windows and doors
Vapor barri.er— Zones -1, 14..and 16 (2-�5352-e)
Masonry, ..concrete -or other types of walls'(2-53524=2)
1 Minimum insulation as per meth' -iance
od of compl
2. Infi,.l.iration:control_(2-5352-d)'
a s I.z 'ker wood' framed
=3. Vapor'barrier
Zones 1, 14, and 16 (2 5352-e)
,.A Cei 1 i ngs
vO' :A. Minimum R 1. insulation (2-5352-a)
n f i 1. t r a t i o o� contro * 1,,'(2-5352-d)
Openings sea I ed
2 Attic.access--weatherstripped 77
g2
V
V�por barrier - Zones 1,-14, and R (2-5352-e)
Exha6s ms (2-5352!-d-4)
--Backdrayste
damper
VII. Fi-replaces (2-5352-d-5)
A.' Combustion air to firebox
B. Damper on combination air duct
C. Damper in flue
D.. Tight*fitting doors
VIII Ducts. (2-5352-f)'
-Installation as per U. M, C..
I.nsulation as per U.M.C.
IL...Aeneral lighting—kitchen and. bathrooms (2-5352-m)
--Fluorescent liqht
NOW
X. I In,
12!r�A. Water Heater to and from (2-5352-i-,2)
R-3 insulation minimum - for 5'
EZB.' Recirculating (2-5352-j)
FQ/--R�3 insulation minimum
C Shower head's and faucets (2-5307-b)
--Water saving type
XI. Equi ent
'.ter
A. Heater
-Minimum R-12 insulation wrapping (2-5352-1-1) r
oCertified
(2-5307-a-1)
B Natural gas'cooking appliances
--Continuous burning pilot light (2-5352-t)
pace conditioning
.-Certified (2-5306)
--Sized (2'5352-.g-1)
--Set-back thermostats (2-5352-h)
-XII.- Additiohs�l' alterations, and repairs (2-5301-c)'
A.' Additions to conditioned space
1. Fou.ndatJon.s - see Mandatory. Requirements
per, PACKAGE A' Req'uiremdn't§-'
PCB.
3. Wa 1 ls as -per PACKAGE A Requirements
4. Ceili.ngs - as per -PACKAGE A Requirements
5� Glazl'ng'r as per PACKAGE A equi eTent5_
-R=
lterations and repairs (0, 16 eL orvt Rat APF I
'as per local jurisdiction
�
A
C. Additional I'nsulation (2-5306).
XIII.' 'Swimming pool requirements (2-5352-k-)
A . Hea'ting system,
B. ',Cover
C. - Directional inlets
D...Jime clocks
E. Solar connection
x1v quireiments of equi,pment'suppliers, and contractors'
Wo
Insulation Certificate (1403-d)
rs
Occupant information (1403-e).
Y
COMPLIANCE CHECKLIST
f7
M5 kc..e..4
I e 2
5. -North-FacIng . 7., 17. t 2
6. East -Facing . f ,9 f t2 Lf t
% t ;�-f t2 t2
7. Sout'h-Facing . . . f t2 I ft2 f t2
8. West -Facing . ft2 f 2 f 2
f t t
9. Skylight —ft2 t2 f
10P Shading Coefficient'
(exclude overhang)
a. East . . . . . . . . . ..
b. South . SC . . . . . . .
SC. . . . . . .
c. West .
d. Skylight P ___*C . . . . . .
1-4- - S C . . . . . .
11. Horizontal,Sout�,;ver�a;g*L4'�,n,.,r.: or- f
-S t
12. Movable Insulation, I Floor
13. Infiltration (IndicUe.Stand ",�,.o;r iijh�)
14. Thermal Mass
17mev4Q&-,1W Thermal Mass`.�'..,
Heat Capa,,:ity, R7U31;
t HC, R
I ter -to Thermal Ma s a
Ar:a ft2.
eat Ca ity, R -Val-., HC, R
Lt—
too
HVAC System (� 0--A 4.
15.: Gas Furnace Without Aefrigera� Cooling . . . . . SE
(Seasonal Efficiency)
16.. Heat Pump (Energy Efficiency R -.,.,,O) . . . . . . A.: EER
17. Gas Furnace with Refilgeration �oling . — SE SEER
[Seasonal Efficiency, -(SE), Sea"-onal Energy 4-' 25
Ef f iciency Ratio-(S'��',3R)
18." Active Solar (Net Sola"z'l Fractiov, %) . . . . . . . NSF
19. Zonally Controlled Ele2tric,
ResAstance Space Heating . . . . . . . . (Yes/N o)
1114%. UJOO.4. 5,�O%je_ . . . . . . .. . . . . - -6,ole_ -�,wrce_
DomeEtic Water Heating** 040- INV6at
20. Solar With Cas Backup (Net Solar Fraction %) . . . . % NSF
21. Ither water Heating (Describe type) Lla 4 P0 M
Point System Compliance Total tmust be greater than or equal to 0)
_7M_e_'kliSt Ue_ms, not a -point system measure.
"Attach documentation for efficiencies and NSF.
4�o
Building Shell,
Measure
Points
*Total Floor Area . . . . . . .
las_t ft2
1. Slab -on -Ground Perimeter (0 ft; D;pW n'
R
2. Raised Floor R -Value . . —.. . . . .-n-i
3. Ceiling.Insulation or ConstrU'1,,'.,:)n
. .
R ---w
—
Assembly, R -Value . . . . .
4. Wall Insulation or Cons tucti!�,r,`,kssembly,
. . . . .
R-
Clazing
R -Value
R
Total % Floori Area _�le
Double
Triple
I e 2
5. -North-FacIng . 7., 17. t 2
6. East -Facing . f ,9 f t2 Lf t
% t ;�-f t2 t2
7. Sout'h-Facing . . . f t2 I ft2 f t2
8. West -Facing . ft2 f 2 f 2
f t t
9. Skylight —ft2 t2 f
10P Shading Coefficient'
(exclude overhang)
a. East . . . . . . . . . ..
b. South . SC . . . . . . .
SC. . . . . . .
c. West .
d. Skylight P ___*C . . . . . .
1-4- - S C . . . . . .
11. Horizontal,Sout�,;ver�a;g*L4'�,n,.,r.: or- f
-S t
12. Movable Insulation, I Floor
13. Infiltration (IndicUe.Stand ",�,.o;r iijh�)
14. Thermal Mass
17mev4Q&-,1W Thermal Mass`.�'..,
Heat Capa,,:ity, R7U31;
t HC, R
I ter -to Thermal Ma s a
Ar:a ft2.
eat Ca ity, R -Val-., HC, R
Lt—
too
HVAC System (� 0--A 4.
15.: Gas Furnace Without Aefrigera� Cooling . . . . . SE
(Seasonal Efficiency)
16.. Heat Pump (Energy Efficiency R -.,.,,O) . . . . . . A.: EER
17. Gas Furnace with Refilgeration �oling . — SE SEER
[Seasonal Efficiency, -(SE), Sea"-onal Energy 4-' 25
Ef f iciency Ratio-(S'��',3R)
18." Active Solar (Net Sola"z'l Fractiov, %) . . . . . . . NSF
19. Zonally Controlled Ele2tric,
ResAstance Space Heating . . . . . . . . (Yes/N o)
1114%. UJOO.4. 5,�O%je_ . . . . . . .. . . . . - -6,ole_ -�,wrce_
DomeEtic Water Heating** 040- INV6at
20. Solar With Cas Backup (Net Solar Fraction %) . . . . % NSF
21. Ither water Heating (Describe type) Lla 4 P0 M
Point System Compliance Total tmust be greater than or equal to 0)
_7M_e_'kliSt Ue_ms, not a -point system measure.
"Attach documentation for efficiencies and NSF.
.. 0
Q �l
x I
Ia
fa
61
LZ 17) R . gU
r
Eg000,it'.
�.64k ; aL)4- L 4---A-
STRUCTURAL CALCULATIONS
RCE Job #2002.079
for
Russo Construction Compa
Calculation Index:
• Project Layout
• Gravity Analysis
• Lateral Analysis
• Beam Analysis
• Wood Connection
Analysis
• Footings Analysis
• Column Analysis
Revision Summary:
Rev. 0
Rev. I
Landeros Residence
4750 So�gbird Dr.
Chico, CA 95973
Page #
1
2
Ll — L4
BI — BIO
WC1
F] — F4
Cl
11/29/02 Initial ISSL
03/25/03 Changes per plan check
dated January 10, 2003.
BUTTE COUNTY
BUILDING DEPARTMENT
A P P R 0 V E DN
��/ //0 -3 R /-/
CIVIL — STRUCTURAL
EENGINEERING
SURVEYING
1060 Thorntree Dr. Suite #10 - Chico, CA 95973
'hone: (530) 894-8833 - Fax: (530) 894-8882 fax
c W
@- r-c-e.corn - h"p://www.r-c-e.com
Q
Structural Calculations Criteria
Project: Landeros Residence RCE job Number: 2002-079
Owner: Steve a Shelley Landeros;
Loaction: 4750 Songbird Dr.'- Chico, CA 95973
Date: November 29, 2002
Code: Unifrom Building Code, , 1997 Edition.
Code Enforcement: Butte County Building Department
Loads:
Seismic Design:
Seismic Zone: 3
Importance factor: 1.0
Soil Profile Type: SD
Seismic Source Type: A
Closest Distance Seismic Source: N/A
Wind Design: (Method 2)
Wind Speed: 75 mph
Exposure: C
Soil Bearing: 1500 psf
Notes:
No Special Inspection is required for this project.
Roberts consulting engineering does not represent that these calcultions or any specifications in
connection therewith are suitable whether or not modified, for any other site than the one for
which they were specifically prepared. Roberts consulting engineering disclaims responsibility
for these plans and specifications if they are used whole or in part at any other site. Plans are
not valid until reviewed and approved by appropriate governmental agencies
CIVIL — STRUCTURAL
EENGINEERING
SURVEYING
1060 Thorntree Dr. Suite #10 - Chico, CA 95973
'hone: (530) 894-8833 — Fax: (530) 894-8882 fox
ci(@r-c-e.com - h"p://www.r-c-e.com
u
Landeros Residence
A55UMED
NORTH
JOB #2002.0-701
SHEAR NALL, BEAM $ EOOTINC7 LAYOUT
NO
b b b
0
11 /29/2002 - Lateral Analysis - Landeros Res. - R.C.E. Job 2002.79
Gravity Loads:
Roof Dead Load
1/2" Ply
2.4 psf
Slope =
Comp Roofing
5.0 psf
7
Framing
5.0 psf
to
5/8" Gyp.
2.8 psf
12
Insul.
1.0 psf
Misc.
2.8 psf
5.0 psf
I otal (sloped)
I Y
2.5 psf
rotal (horiz)
ZZ.0 pst
5.0 psf
I otal (axial)
Y.6 pst
Roof Live Load I[Constructi6n 16.0 pst
Wall Dead Load 1/2" Masonite 7.0 psf
(exterior) 3/8 Ply. 1.8 psf
2x Framing @ 16" o.c. 1.7 psf
Gyp. 2.2 psf
Insul. 1.0 psf
Misc. 1.3 psf
11-1 otal 1 !).0 pst
I I
Wall Dead Load
2x6 Framing @ 16" o.c.
1.7 psf '
(interior)
Gyp. 2 sides
4.4 psf
Misc.
1.9 psf
111 otal
tw pst
Floor Dead Load
Flooring
5.0 psf
Sheathing
2.5 psf
Framing
5.0 psf
5/8" Gyp.
2.2 psf
Insul.
1.0 psf
Misc.
1.3 psf
IlTotal
17.0 psf
Floor Dead Load
Stone Pavers
9.5 psf
@ Deck
Light Weight Concrete
6.0 psf
Framing
1.4 psf
Ply
3.4 psf
Misc.
1.2 psf,
21.5 psf
Floor Live Load I[Reii-de-ntial 40.0 psf A -
Copytight 2001 - Sqyder Software
11/29/2002 - Lateral Analysis - Landeros Res. - R.C.E. Job 2002.079
1997 UBC Seismic Loads - Static Force Procedure
where;
V = (Cv*l)/(R*T) *W = 0.614 *W (Ecin 30-4)
Z =
0.3 Zone 3
V = (2.5*Ca*l)/R *W = 0.164 *W (Eqn 30-5)
1 =
1.00 Importance Factor
V = 0. 11 *Ca*I *W = 0.059 *W (Eqn 30-6)
hn =
16 feet
R =
5.5 Plywood Shear Walls
p= 0.164 *W (Eqn 30-5) governs
Soil Profile Type
S,
Seismic Source Type
A
Closest Distance Seismic Source
n/a km
Ct =
0.02 All other Buildings
Foot print area, AB=
1785 ft'
T =
0. 160 (Method A)
Ca =
0.36 Table 16-Q
Cv =
0.54 Table 16-R
Na =
1.00 Table 16-S
Nv =
1.00 Table 16-T
W = Building Weight
Use 0% of Snow Load in the Seismic design.
Seismic Roof Loading
Tributary Weights =
42.00 feet of Roof @
22.00 psf
Wall Lines 1-3
9.00 feet of Ext. Wall @
15.00 psf
9.00 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V = r -M 7p- horiz. ULT
1 1.5z pit - noriz. W/5 (ULT/1.4)
Seismic Roof Loading
Tributary Weights
49.00 feet of Roof @
22.00 psf
Wall Lines 3-4
9.00 feet of Ext. Wall @
15.00 psf
9.00 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V ZIO pit - horiz. ULT
1 150 pit - horiz. W/5
Seismic Roof Loading
Tributary Weights
30.00 feet of Roof @
22.00 psf
Wall Lines 4-5
9.00 feet of Ext. Wall @
15.00 psf
4.50 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V= 1 136 pit - horiz. ULT
I Y/ pit - horiz. W/5 (ULT/1.4)1
Seismic Roof Loading
Tributary Weights
28.00 feet of Roof @
22.00 psf
Wall Lines 5-6
0.00 feet of Ext. Wall @
15.00 psf
0.00 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V 101 plf - ho- 1z. UILI
/Z pit - horiz. W/5 (ULT/ad
Cop)Wghr 200 / - Sqyder Software
0
11/29/2002 - Lateral Analysis - Landeros Res. - R.C.E. ]ob 2002.079 L�z,
Seismic Roof Loading
Tributary Weights = 28.00 feet of Roof @
22.00 psf
Wall Lines 7-8
12.00 feet of Ext. Wall @
15.00 Psf
0.00 feet of Int. Wall @
8.00 Psf
0.00 feet of Int. Floor @
17.00 psf
V
130 pit -no Z. ULT
93 pit - Form W/b (ULT/
Seismic Roof Loading
Tributary Weights 125.00 feet of Roof @
22.00 psf
Wall Lines A -B
9.00 feet of Ext. Wall @
15.00 Psf
22.50 feet of Int. Wall @
8.00 Psf
0.00 feet of Int. Floor @
17.00 psf
V =
1 501 pit - no U. ULT
1 .553 pit - nonz. W/3 (ULT/
Seismic Roof Loading
Tributary Weights 78.00 feet of Roof @
22.00 psf
Wall Lines B -C
18.00 feet of Ext. Wall @
15.00 Psf
13.50 feet of Int. Wall @
8.00 Psf
0.00 feet of Int. Floor @
17.00 psf
V
343 pit - horiz. ULT
1 2,45 pit - nonz. W/b (U
LT/ 1. 4)
Copyright 2001 - Sayder Software
0,
11
11/29/2002 - Lateral Analysis - Landeros Res. - R.C.E. Job 2002.079 L-!>
Copy,f ight 200 / - Spyder Software
Lateral Load Summary
Roof Level Loadings
Wall Line
ID
Tributary
Length
(ft.)
Unit Loads
Seismic Wind
(P -I -Q (P -1-f-)
Wall Loads
Seismic Wind
(kips) (kips)
Controlling
Load Case
1
7.00
132
205
0.93
1.43
Wind Controls
2 -West Side
7.00
132
20S
0.93
1.43
Wind Controls
2 -East Side
11.00
132
283
1.45
3.11
Wind Controls
3 -West Side
11.00
132
283
1.45
3.11
Wind Controls
3 -East Side
16.SO
ISO
247
2.48
4.07
Wind Controls
4 -West Side
16.50
150
247
2.48
4.07
Wind Controls
4 -East Side
5.50
97
247
0.53
1.36
Wind Controls
S -West Side
5.50
97
247
O.S3
1.36
Wind Controls
S -East Side
4.00
72
247
0.29
0.99
Wind Controls
6 -West Side
4.00
72
247
0.29
0.99
Wind Controls
6 -East Side
15.50
93
247
1.44
3.83
Wind Controls
7
15.50
93
247
1.44
3.83
Wind Controls
A
12.50
358
276
4.48
3.45
Seismic Controls
B -North Side
12.50
358
276
4.48
3.45
Seismic Controls
B -South Side
7.00
245
276
.71
1.93
1 Wind Control
C
7.00
245
276
1.93
ro
Wind Cont!:Issj
Copy,f ight 200 / - Spyder Software
- .. 6'
11/29/2002 - Lateral Analysis - Landeros Res - R.C.E. job 2002.079
A
I st Level (U BC Section 1630. 1)
9.00
9.00
East-West Direction:
Story Shear 12.38 Idps
North-South Direction:
8.24
0.135
P Max 1.00
0.369
PHD2 w/ DBL Zx POST et SSTB 16 A.B.
--Wall Line
Gor-I
Wall
Wall
wall
Applied OTM forces
Applied
Forces Resisting OTM
Resistive
Net Uplift
Comments
ID *
Load
I
Height
Length
PI
I
Stress
I
Uniform Point
OTM
I
Uniform Point
OTM
I
Force
I
Used 100% of Tabulated Values
see Note
Odps)
I (feet)
(feet)
0.08
(pin
(ldf) (kips)
(f -t -kips)
(ldf) (idps)
(foot -kips)
(kips)
Simpson Products
A
4.48
9.00
9.00
0.08
102
North-South Direction:
8.24
0.135
4.92
0.369
PHD2 w/ DBL Zx POST et SSTB 16 A.B.
Ist
Seismic
P Max
1.00
Wall Line
Lateral
Wall
wall
Wall
Level
Applied
9.00
4.00
0.08
102
ID *
3.66
0.135
0.97
0.673
PHD2 w/ DBL 2x POST ex SSTB16 A.B.
Uniform Point
OTM
I
9.00
31.00
0.08
102
See Note
28.39
0.135
58.38
No Net Uplift'
No Holdown Required!
(kif) (k*tps)
3.45
9.00
9.00
(kips)
78
6.34
0.135
3.65
0.300
PHD2 w/ DBL 2x POST ei SSTB16 A.B.
Wind
-
Shear Wall ID 5
5.00
0.500 0.818 18 In. o.c.
301
13.55
I
0.135
I
1.13
I
2.486
PHD2 w/ DBL 2x POST el SSTB 16 A.B.
Horizontal Diaphragm Lengths eX SUVSM
9.00
4.00
78
2.82
0.135
0.72
0.525
PHD2 w/ DBL 2x POST ex SST816 A.B.
Bolt Dia. (in.) capacity Odps) Spacing
9.00
31.00
0.500 0.818 24 In. o.c.
78
21.85
0.135
43.25
No Net Upliftl
I No Holdown Required!
Horizontal Diaphragm Lengths 81 Stresses
East Side West Side
L
Sill Plate Shear Anchorage for above wall line
f t) I (pin I (feet) (plO
Bolt Dia. (in.) Capacity (kips) Spacing
i
Shear Wall ID
0.500 0.818 48 In. o.c.
3
3.01
I st Level
(UBC Section 1630. 1)
0.24
301
North-South Direction:
13.55
Story Shear
14.24 kips
2.407
T at SSTB 16 A.B.
I st
S ismic
P Max
1.00
Wall Line
Lateral
Wall
wall
Wall
pplied OTM Forces
Applied
Forces Resisting OTM
Resistive
Net Uplift
Comments
ID *
Load
I
Height
I
Length
A
I
Stress
I
Uniform Point
OTM
I
Uniform Point
OTM
I
force
I
#REF!
See Note
(kips)
(feet)
(feet"
2.486
(p,f)
(kif) (k*tps)
(foot -kips)
(ldf) (kips)
(foot-kins)
(kips)
Simpson Products
3
3.01
9.00
5.00
0.24
301
13.55
0.135
1.52
2.407
T at SSTB 16 A.B.
I st
S ismic
Level
7.19
1 9.00
16.00
I
0.24
449
64.67
I
1 0.072
6.14
I
3.658
PHDS w/ DBL 2x POST al SST820 A.B.
I %
9.00
5.00
301
13.55
0.135
1.13
2.486
PHD2 w/ DBL 2x POST at SSTB16 A.B.
Horizontal laphragm n at Stresses
Wind
East Side West Side
Sill Plate Shear Anchorage for above wall line
(feet) Olf) (feet) (pin
1
Bolt Dia. (in.) Capacity (kips) Spacing
-
Shear Wall ID 5
5.00
0.500 0.818 18 In. o.c.
4
3.01
9.00
5.00
0.24
301
13.55
0.135
1.52
2.407
PHD2 w/ DBL 2x POST a SSTB16 A.B.
Ist
Seismic
Level
9.00
5.00
0.24
301
13.55
0.135
1.52
2.407
PHD2 w/ DBL 2x POST a SSTB 16 A.B.
3.01
9.00
5.00
301
13.55
0.135
1.13
2.486
PHD2 w/ DBL 2x POST at SSTB16 A.B.
Wind
9.00
I
5.00
301
13.55
I
0.135
I
1.13
I
2.486
PHD2 w/ DBL 2x POST el SSTB 16 A.B.
Horizontal Diaphragm Lengths eX SUVSM
East Side West Side
L
Sill Plate Shear Anchorage for above wall line
(feet) (PIO I (feet) (pin
Bolt Dia. (in.) capacity Odps) Spacing
ShearWallfD 3
0.500 0.818 24 In. o.c.
pc� 51
COMPANY PROJECT
R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorks Chico, CA 95973 Chico, CA 95973
SOFIWARE FOR WOOD IMSIGN (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:16 1 1311
Design Check Calculation Sheet
LOADS: ( lbs, psf, or pif )
Load Type Distribution magnitude Location [ft) Pattern
I I Start End Start End --Load?
1 Dead Full Area 22 (15.00)1 No
2 Constr. Full Area 16 (15.00)1 No
*Tributary Width (ft)
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in):
0. 10'-6"
Dead 1811 1811
Live 1260 1260
Total 3071 3071
Bearing:
Length 1.0 1.0
Timber -soft, D.Fir-L, No.2, 6x12"
Self Weight of 15.02 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion - �tnal ue De A n= Anj;l�A21,De sign
N 2sP Vil
Shear 0 W lgtue 0.56
Bending(+) fb = 798 Fb' = 1094 fb/Fb' 0.73
Live DeflIn 0.07 = <L/999 0.35 = L/360 0.21
Total DeflIn 0.23 = L/551 0.52 = L/240 0.44
ADDITIONAL DATA:
FACTORS: F CD Cm Ct CL CF Cv Cfu Cr LC#
Fb'+= 875 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2
F, I = 85 1.25 1.00 1.00 (CH 1.000) 2
Fcp'= 625 1.00 1.00 -
El = 1.3 million 1.00 1.00 2
Bending(+): LC# 2 = D+C, M = 8062 lbs -ft
Shear : LC# 2 = D+C, V = 3071, V@d = 2511 lbs
Deflection: LC# 2 = D+C EI= 906.17eO6 lb-in2
Total Deflection = 1.50(Defln-dead) + Defln_Live.
(D=dead L=live S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
f� ze
COMPANY PROJECT
So R, C, E, Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWork Chico, CA 95973 Chico, CA 95973
SORWAITEFORWOOD"514N (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:24 B2
Design Check Calculation Sheet
LOADS: ( lbs, psf, or pif )
Load
Type
Distribution
I
Magnitude
Location (ft]
Pattern
Total
2455
2455
Start End
Start End -.Load?
fb = 1254
0.08 = <L/999
1
Dead
Full Area
22 (15.00)
0.24 = L/429
No
2
Constr.1
Full Area
16 (15.00)1
1.00
No
-TriDuLary wlaLn k1L)
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in):
n,
8'-6"
Dead
1435
1435
Live
1020
1020
Total
2455
2455
Bearing:
Bending(+)
Live Defl'n
fb = 1254
0.08 = <L/999
Length
1.1
1.1
4xbeams, D.Fir-L, No. 2,4x10"
Self Weight of 7.69 pif automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: i stress=psi, and in)
Criterion
Analysis Value
[Design value
jAnj;1�si2/Desjgn
LC#
Shear
fv @d = 93
Fv' =
�. ; 0 .78
2
Bending(+)
Live Defl'n
fb = 1254
0.08 = <L/999
Fb' = 1312
0.28 = L/360
fb/Fbl = 0.96
0.27
2
Total Defl'n
0.24 = L/429
0.43 = L/240
0_56
-
E' 1.6
ADDITIONAL DATA:
FACTORS: F
CD
CM
Ct CL CF CV Cfu Cr
LC#
Fb$+= 875
1.25
1.00
1.00 1.000 1.20 1.000 1.00 1.00
2
F'V ' = 95
1.25
1.00
1.00 (CH = 1.000)
2
Fcp'= 625
1.00
1.00
-
E' 1.6
million
1.00
1.00
2
Bending(+):
LC# 2 =
D+C, M
= 5217 lbs -ft
Shear :
LC# 2 =
D+C, V
= 2455, V@d = 2010 lbs
Deflection:
LC# 2 =
D+C
EI= 369.34eO6 lb-in2
Total Deflection
=
1.50(Defln-dead)
+ Defln-Live.
(D=dead
L=live
S=snow
W=wind I=impact C=construction)
(All LC's
are listed
in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
F-!� 83
COMPANY PROJECT
R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorks Chico, CA 95973 Chico, CA 95973
SORWARE FOR WOOD DESICN (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:31 133
Design Check Calculation Sheet
LOADS: (lbs, psf, or pif
Load Type Distribution magnitude Location (ft] Pattern
Start End Start End Load? i
1 Dead Full UDL 175 No
2 Constr. Full UDL 410 No
MAXIMUM REACTIONS (IbS) and BEARING LENGTHS (in):
0. 8'-6"
Dead 783 783
Live 1742 1742
Total 2526 2526
Bearing:
Length 1.2
4xbeams, D.Fir-L, No. 2,4xl2"
Self Weight of 9.35 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion AnalVsis Value Desiqn Value Analysis/Design
Shear fv @d = 75 Fv' = 119 fv/Fv' = 0.63
Bending(+) fb = 872 Fb' = 1203 fb/Fb' = 0.73
Live Defl'n 0.07 = <L/999 0.28 = L/360 0.26
Total Defl'n 0.12 = L/840 0.43 = L/240 0.29
ADDITIONAL DATA:
FACTORS: F CD Cm Ct CL CF CV Cfu Cr LC#
Fb'+= 875 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2
EV, = 95 1.25 1.00 1.00 (CH 1.000) 2
Fcp'= 625 1.00 1.00 -
El = 1.6 million 1.00 1.00 2
Bending(+): LC# 2 = D+C, M = 5368 lbs -ft
Shear : LC# 2 = D+C, V = 2526, V@d = 1969 lbs
Deflection: LC# 2 = D+C EI= 664.45eO6 lb-in2
Total Deflection = 1.50(Defln-dead) + Defln_Live.
(D=dead L=Iive S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4. 11.
f� SIV
COMPANY PROJECT
R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorks Chico, CA 95973 Chico, CA 95973
SOFIWARE FOR WOOD IV.51CN (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:38 Deck Joistl
Design Check Calculation Sheet
LOADS: ( lbs, psf, or plf )
Load
Type
Distribution
Magnitude
Location [ft]
Pattern
Total
348
348
Start End
Start End
Load?
1
Dead
Full Area
20 (16.0)1
0.34 = L/300
No
2
Live
Full Area
40 (16.0)1
1.00
No
-TriDuLary wiaLn tin)
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in):
n.
8'-6"
Dead
122
122
Live
226
226
Total
348
348
Bearing:
Bending(+)
Live Defl'n
fb = 1173
0.19 = L/542
Length
1.0
1.0
Lumber -soft, D.Fir-L, No.2, W"
Spaced at 16" c/c; Self Weight of 1.96 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC
I SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion
��najysis Vgtue
Deioin= Vjjue
Anjl�A2/3esign
LC#
—
Shear
fv ed
5
0.59
2
Bending(+)
Live Defl'n
fb = 1173
0.19 = L/542
Fb' = 1345
0.28 = L/360
fb/Fb' = 0.87
0.66
2
Total Defl'n
0.34 = L/300
0.43 = L/240
0 An
-
E' = 1.6
ADDITIONAL DATA:
FACTORS: F
CD
CM
Ct CL CF CV Cfu Cr
LC#
Fb'+= 900
1.00
1.00
1.00 1.000 1.30 1.000 1.00 1.15
2
FV 1 = 95
1.00
1.00
1.00 (CH = 1.000)
2
Fcpl= 625
1.00
1.00
-
E' = 1.6
million
1.00
1.00
2
Bending(+):
LC# 2 =
D+L, M
= 739 lbs -ft
Shear :
LC# 2 =
D+L, V
= 348, V@d = 310 lbs
Deflection:
LC# 2 =
D+L
EI= 33.27eO6 lb-in2
Total Deflection =
1.50(Defln—dead)
+ Defln—Live.
(D --dead L=live
S=snow
W=wind I=impact C=construction)
(All LC's
are listed
in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
Fq> as -
COMPANY PROJECT
0 R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorks Chico, CA 95973 Chico, CA 95973
.VoillWARE fOR WOOD IMSICN (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:46 Deck Joist2
Design Check Calculation Sheet
LOADS: ( Ibs, psf, or plf )
Load
Type
Distribution
I
magnitude
Location [ft]
Pattern
Total
440
440
Start End
Start End -Load?
1.0
1
D�ad
Full Area
20 (1.33)
917
L/575
No
1170
L/360
Live
Full Area
40 (1.33)1
0.41 =
No
-,VX3.0ULd1:y VVXUL11 tILI
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in):
10'-6"
Dead
160
160
Live
280
280
Total
440
440
Bearing:
Fv' =
1.0
Length
1.0
-
Lumber n -ply, D.Fir-L, No.2, W", 2-Plys
Self Weight of 3.92 plf automatically included in loads;
Lateral support: Top= full, Bottorn= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC]
SECTION vs- DESIGN CODE NDS -1997: (stress=osi. and In)
Criterion
Analysis
value
Design
Value
An� v
1.00
Shear
fv @d =
37
Fv' =
95
fWMQesign
0.38
1.00 (CH = 1.000)
Bending(+)
Live Defl'n
fb =
0.22 =
917
L/575
Fb' =
0.35 =
1170
L/360
fb/Fb' = 0.78
0.63
El = 1.6
Total Deflln
0.41 =
L/309
0.70 =
L/180
0.58
D+L, M
= 1155 lbs -ft
Shear :
LC# 2 =
D+L, V
= 440, V@d = 402 lbs
ADDITIONAL DATA:
FACTORS: F
CD
Cm
Ct CL CF CV Cfu Cr
LC#
Fbf+= 900
1.00
1.00
1.00 1.000 1.30 1.000 1.00 1.00
2
Fv' = 95
1.00
1.00
1.00 (CH = 1.000)
2
Fcp'= 625
1.00
1.00
-
El = 1.6
million
1.00
1.00
2
Bending(+):
LC# 2 =
D+L, M
= 1155 lbs -ft
Shear :
LC# 2 =
D+L, V
= 440, V@d = 402 lbs
Deflection:
LC# 2 =
D+L
EI= 33.27eO6 lb-in2/ply
Total Deflection
=
1.50(Defln-dead)
+ Defln-Live.
(D=dead
L=live
S=snow
W=wind I=impact C=construction)
(All LC's
are listed
in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely
at intervals not exceeding 4 times the depth and that
each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required.
N
BOWE
BC CALC@ 2002 DESIGN REPORT - US Friday, November 29, 2002 15:33 ;
I I I I I I [_ Sta��ard Load - 40 PSF 115 �SF 110 PSF OC Spad�g 16" 1 1 1 1 1 T-1
BO, 1-314"
400 lbs LL
250 lbs DIL
General Data
Version: US Imperial
Member Type:
File
Single 117/8" 13CPS) 600 DIF
Name - BC: J02
Job Name - Landeros REs.
Description -
Address - 4750 Songbird Drive
Specifier -
City, State, Zip - Chico, CA 95973
Designer - CMR
Customer
Company - RCE
Code reports ICBO 4665, NER 446
Misc -
I I I I I I [_ Sta��ard Load - 40 PSF 115 �SF 110 PSF OC Spad�g 16" 1 1 1 1 1 T-1
BO, 1-314"
400 lbs LL
250 lbs DIL
General Data
Version: US Imperial
Member Type:
- Joist
Number of Spans
- I
Left Cantilever
- No
Right Cantilever
- No
Slope 0/12
OC Spacing 16"
Repetitive Yes
Construction Type Glued
Live Load
40 PSF
Dead Load
15 PSF
Part Load
10 PSF
Duration
100
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALCO, BC FRAMERS, BCIS,
BC RIM BOARDu, BC OSB RIM
BOARD-, BOISE GLULAM-,
VERSA -LAMS, VERSA-RIMG,
VERSA -RIM PLUSO,
VERSA -STRAND-,
VERSA -STUDS, ALLJOISTO and
AJSTm are registered trademarks of
Boise Cascade Corporation.
Page 1 of 11
B1, 1-3/4"
400 lbs LL
250 lbs DL
Total Horizontal Length - 15-00-00
Load Summary
ID Description Load Type Ref. Start End Live Dead OCS Dur.
S Standard Unf.Area Load Left 00-00-00 15-00-00 40 PSF 15 PSF/ 16" 100
Controls Summary
Control Type
Value
Moment
2437 ft -lbs
End Reaction
650 lbs
Total Deflection
U687 (0.262")
Live Deflection
Ull 116 (0.161 ")
Max. Defl.
0.262" (Limit: 1")
Span/Depth
15.2
% Allowable Duration
48.8% @ 100%
55.3% @ 100%
34.9%
43.0%
26.2%
Loadcase Span Location
2 1 -Internal
2 1 -Left
2
2
2
NOTES:
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4".
Minimum bearing length for 131 is 1-3/4".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
BC CALCO 2002 DESIGN REPORT - US Friday, November 29, 2002 15:33
AndardLoa�d-40PSFI15PSFl10PSF OCSpacin 16"
d 6 1 4 -nn -nn A,
BO, 1-3/4" B1. 3-1/2"
212 lbs LL 755 lbs LL
72 lbs DIL 434 lbs DL
General Data
Version: US Imperial
Member Type:
File VaI
Single 117/8" BCIS 600 DF
Name - BC: J01
Job Name - Landeros REs.
Description -
Address - 4750 Songbird Drive
Specifier -
City, State, Zip - Chico, CA 95973
Designer - CMR
Customer -
Company - RCE
Code reports - ICBO 4665, NER 446
Misc -
AndardLoa�d-40PSFI15PSFl10PSF OCSpacin 16"
d 6 1 4 -nn -nn A,
BO, 1-3/4" B1. 3-1/2"
212 lbs LL 755 lbs LL
72 lbs DIL 434 lbs DL
General Data
Version: US Imperial
Member Type:
- Joist
Number of Spans
- 3
Left Cantilever
- No
Right Cantilever
- No
Slope
0/12
OC Spacing
16"
Repetitive
Yes
Construction Type
Glued
Uve Load
40 PSF
Dead Load
15 PSF
Part Load
10 PSF
Duration
100
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALCO, BC FRAMERS, BCIS,
BC RIM BOARD-, BC OSB RIM
BOARD-, BOISE GLULAM-,
VERSA-LAMV, VERSA -RIM@,
VERSA -RIM PLUSS,
VERSA -STRAND-,
VERSA -STUDS, ALLJOISTO and
AJSTm are registered trademarks of
Boise Cascade Corporation.
Page I of 1
B2, 3-1/2"
841 lbs LL
515 lbs DIL
Total Horizontal Length - 35-00-00
Load Summary
ID Description Load Type Ref.
Start
End
Live Dead OCS
S Standard Unf.Area Load Left
00-00-00
35-00-00
40 PSF 15 PSF/ 16"
Controls Summary
Control Type Value % Allowable
Duration
Loadcase
Span Location
Moment 1738 ft -lbs 34.8%
@ 100%
7
2 - Right
End Reaction 430lbs 36.6%
@ 100%
4
3 - Right
Int. Reaction 1356lbs 53.2%
@ 100%
7
2 - Right
Cont. Shear 691lbs 42.6%
@ 100%
7
2 - Right
Uplift -25lbs
5
1 - Left
Total Deflection U1738 (0.104") 13.8%
5
2
Live Deflection U2509 (0.072") 19.1%
5
2
Total Neg. Defl. -0.024" 4.7%
5
3
Max. Defl. 0.104" (Limit: 1") 10.4%
5
2
Span/Depth 15.2
2
CAUTIONS:
Uplift of -25 lbs found at span 1 - Left.
B3, 1-3/4"
285 lbs ILL
146 lbs DL
NOTES:
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4".
Minimum bearing length for BI is 3-1/2".
Minimum bearing length for B2 is 3-1/2".
Minimum bearing length for B3 is 1-3/4".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
Dur.
100
K!
COMPANY PROJECT
R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorkso Chico, CA 95973 Chico, CA 95973
SORWARE FOR WOOD "SIGN (530) 894-8833 - fax (530) 894-8882
Mar. 25, 2003 14:25:09 FLRGRT2
Design Check Calculation Sheet
I LOADS: ( Ibs, psf, or pif )
Load
Type
Distribution
Magnitude
ocation [ftj
Pattern
Live
1350 3712
I
Start End
Start End
Load?
1
Dead
Full Area
15 (13.50)1
M = 2938
No
2
Live
Full Area
40 (13.50)1
0.21 = L/360
No
-TriouLary wiaLn iLL)
I MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in):
01
6'-3"
12'-6"
18._911
Dead
530
Design Value
1151�
Cfu Cr
530
Live
1350 3712
I
3712
Bending(+)
1350
I
Total
1880 5171
1.00
5171
M = 2938
1880
-
Bearing:
Length
1.0 2.01
Live Defl'n
2.0
0.21 = L/360
1 1.0
LVL n -ply, 1.8E, 220OFb, 1-3/4x9-1/2", 2-Plys
Self Weight of 9.58 plf automatically included in loads;
I Load combinations: ICBO-UBC
I SECTION vs. DESIGN CODE NDS -1997: (lbs, Ibs-ft, or in)
Criterion
�nalysls V�Iue
Design Value
Analysis/Design
Cfu Cr
-
Shear
V ed 22 25
Vr = 6318
V/Vr = 0.35
1.00 1.000 1.03 1.000
Bending(+)
M = 2350
Mr = 9964
M/Mr = 0.24
1.00
Bending(-)
M = 2938
Mr = 9964
M/Mr = 0.29
1.00
Live Defl'n
0.02 = <L/999
0.21 = L/360
0.10
Fcp'= 750
Total Defl'n
0.03 = <L/999
0.31 = L/240
0.11
-
El, = 1.8
F-1 91 a] 1111 to] z Ll if 97;yt.3
FACTORS: F
CD
CM
Ct CL CF Cv
Cfu Cr
LC#
Fbl+= 2200
1.00
1.00
1.00 1.000 1.03 1.000
1.00 1.00
2
FbI 2200
'1.00
1.00
1.00 1.000 1.03 1.000
1.00 1.00
2
Fv' 285
1.00
1.00
1.00 (CH =
1.000)
2
Fcp'= 750
1.00
1.00
-
El, = 1.8
million
1.00
1.00
2
Bending(+):
LC# 2 =
D+L, m
= 2350 lbs -ft
Bending(-):
LC# 2 =
D+L, m
= 2938 lbs -ft
Shear :
LC# 2 =
D+L, v
= 2820, V@d = 2225 lbs
Deflection:
LC# 2 =
D+L
EI= 450.12eO6 lb-in2/ply
Total Deflection
=
1.50(Defln-dead)
+ Defln-Live.
(D=dead
L=live
S=snow
W=wind I=impact C=construction)
(All LC's
are listed
in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact
your local SCL manufacturer.
3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys.
f, 19 V9
Wood'Works'
COMPANY
R. C. E.
3060 Thorntree Dr. Suite #10
PROJECT
Landros Res.
4750 Sondbird Drive
Chico, CA 95973
Chico, CA 95973
SORWARE FOI WOOD "SICN
(530) 894-8833 - fax (530) 894-8882
Mar. 25, 2003 14:25:22
FLRGRT
Design Check Calculation Sheet
LOADS: ( Ibs, psf, or plf )
Load Type Distribution Magnitude Location (ft) Pattern
I I ILoad?
Start End Start End
1 Dead Full Area 15 (13.50)1 N
2 Live I Full Area 40 (13.50) No
*Tributary Width (ft)
MAXIMUM REACTIONS (IbS) and BEARING LENGTHS (in):
I
-
zi a LL
0. 81-31, 16'-6"
zi
24--g"
Dead
692
11041
1904
692
Live
1782
4900
4901
1782
Total
2474
6805
6805
2474
Bearing:
Length
1.0
2.61
2.6
1.0
LVL n -ply, 1.8E, 220OFb, 1-3/4x7-1/4", 2-Plys
Self Weight of 7.31 plf automatically included in loads;
Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (lbs, Ibs-ft, or in)
Criterion Analysis Value Design Value Analy3iResign
_
Shear V @d = 3259 Vr = 4822 V 0.68
Bending(+) M . 4083 Mr = 6020 M/Mr = 0.68
Bending(-) M = 5103 Mr = 6020 M/Mr = 0.85
Live Defl'n 0.15 = L/676 0.28 = L/360 0.53
Total DeflIn 0.23 = L/427 0.41 = L/240 0.56
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC#
Fbl+= 2200 1.00 1.00 1.00 1.000 1.07 1.000 1.00 1.00 2
Fb'-- 2200 1.00 1.00 1.00 1.000 1.07 1.000 1.00 1.00 2
Fv' = 285 1.00 1.00 1.00 (CH 1.000) 2
Fcpl= 750 1.00 1.00 -
El = 1.8 million 1.00 1.00 2
Bending(+): LC# 2 = D+L, M = 4083 lbs -ft
Bending(-): LC# 2 = D+L, M = 5103 lbs -ft
Shear : LC# 2 = D+L, V = 3712, V@d = 3259 lbs
Deflection: LC# 2 = D+L EI= 200.07eO6 lb-in2/ply
Total Deflection = 1.50(Defln-dead) + Defln-Live.
(D=dead L=live S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact
your local SCL manufacturer.
3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys.
PE� &0
WoodWorks'
COMPANY
R. C. E.
3060 Thorntree Dr. Suite #10
PROJECT
Landros Res.
4750 Sondbird Drive
SOFIWARE FOR WOOD ".514N
Chico, CA 95973
(530) 894-8833 - fax (530) 894-8882
Chico, CA 95973
I Mar. 25, 2003 14:37:17
1 DCKHDR
Design Check Calculation Sheet
LOADS: ( Ibs, psf, or pif
Load Type Distribution Magnitude Location [ft] Pattern 1
I I
Start End Start End Load?
1 Dead Full Area 21 (6.00)1 No
2 Live I Full Area 16 (6.00) No
*Tributary Width (ft)
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in):
Ll
0. T-6" 15'
22'-6"
Dead
392
1077
1077
392
Live
288
792
792
288
Total
680
1869
1869
680
Bearing:
1.0
1.0
1.01
-
1.0
Length
4xbeams, D.Fir-L, No. 2,4x6"
Self Weight of 4.57 pif automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-LIBC
#### WARNING: Member length exceeds typical stock length of 16.0 [ft)
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion Analysis Value Design Valu A ly 1 /Design
Shear fv @d = 71 FIV I = 95 fv/Fv' = 0.75
Bending(+) fb = 693 Fb' = 1137 fb/Fb' = 0.61
Bending(-) fb = 867 Fb' = 1137 fb/Fbl = 0.76
Live Defl'n 0.05 = <L/999 0.25 = L/360 0.18
Total Deflln 0.14 = L/646 0.38 = L/240 0.37
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF CV Cfu Cr LC#
Fbl+= 875 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2
Fb'-= 875 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2
Fv1 = 95 1.00 1.00 1.00 (CH 1.000) 2
Fcpl= 625 1.00 1.00 -
El - 1.6 million 1.00 1.00 2
Bending(+): LC# 2 = D+L, M = 1020 lbs -ft
Bending(-): LC# 2 = D+L, M = 1274 lbs -ft
Shear : LC# 2 = D+L, V = 1020, V@d = 916 lbs
Deflection: LC# 2 = D+L EI= 77.64eO6 lb-in2
Total Deflection = 1.50(Defln-dead) + Defln-Live.
(D=dead L=live S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verity that the default deflection limits are appropriate for your application.
2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span
beams and to the full length of cantilevers and other spans.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
a.,
11/29/2002 -- Landeros Residence -- R.C.E. job 2002.079 ec, W C. I
t.,onnection IV:
Leager w/ �iub bcrews
OKII
OKII
OKII
OKII
OKII
JOKII
Loaaings
= 125
CD = 0-90
Floor Condition Z'
Dead =
120
lbs.
Screw Size
24g Custom Screws
Floor =
210
lbs.
Screw Diameter
0.250 inches
Snow =
0
lbs.
Screw Length
3.00 inches
Const. =
0
lbs.
Yield Strength Fyb
45.0 ks! (NDS, '91)
Seismic =
0
lbs.
penetration, p
1.5 inches (main member)
Wind =
0
lbs.
thickness, un
1.50 inches (main member)
SGm
0.50 DF -L Main Member Specific Gravity, EWP,
DF -L, HF,
SP or SPF
Fem
4,637 psi (main member)
ts
1.50 inches (side member)
SGs
0.50 DF -L Side Member Specific Gravity, EWP,
DF -L, HF, SP or SPF
Fes
4637 psi (side member)
Re =
1.0000
k =
1.0987
KD =
3.00 Diameter Factor
CM =
1.00 Wet Service Factor
Ct =
1.00 Temperature Factor
Cd=
0.86 Penetration Factor, (p / 7D < = 1.0)
Ceg =
1.00 End Grain Factor, (1.0 or 0.67)
Cdl =
1.00 Diaphragm Factor, ( 1 .0 or I . I
n =
3 Number of Fasteners, (Screws)
N. D. S. 11. 3. 1 Eq.'s
Eq 11. 3-1 Z = 580 lb. Mode Is
Eq 11.3-2 Z = 212 lb. Mode 111,
Eq 11.3-3 Z = 163 lb. Mode Ills
Z'
= Z(CD*CM*Ct*Cd*Ceg*Cd!)
OKII
OKII
OKII
OKII
OKII
JOKII
Dead Condition Z'
= 125
CD = 0-90
Floor Condition Z'
= 139
CD = 1-00
Snow Condition Z'
= 160
CD = 1.15
Const. Condition Z'
= 174
CD = 1.25
Sels Condition Z'
= 185
CD = 1.33
Wind Condition Z'
= 223
CD = 1.60
Copywrite 200 / - Spyder Software
376
Dead Loads
OKII
OKII
OKII
OKII
OKII
JOKII
418 Floor Loads
481 Snow Loads
522 Const. Loads
556 Seismic Loads
669 Wind Loads
Foot200.O v2.1.5, Copyright @ 1999-2001 Spyder Software 11/29/2002 3:35:20 PM
Company Info I Project Info
R. C. E. JProject: Landros Res.
3060 Thorntree Dr.; Suite 10 JLocation: 4750 Sondbird Drive
Chico, CA, 95973 1 Chico, CA 95973
Phone: (530) 894-8833 JClient:
Fax: (530) 894-8882 lJob No.: 2002.079
E-mail: cj@r-c-e.com IFooting Id: F1
Truss R30
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, Vc ........................
ConcreteType ......................................................
ConcreteCover .....................................................
Steel Ultimate Strength, Fy ........................................
ColumnSize ........................................................
Allowable Soil Bearing Strength ....................................
Wind Load Soil Bearing Strength, (1.33 increase) ...................
Seismic Load Soil Bearing Strength, (1.33 increase) ................
FootingWidth ......................................................
FootingLength .....................................................
FootingDepth ......................................................
PunchingShear Stress ..............................................
BeamShear Stress ..................................................
ReinforcingStandards per ..........................................
Longitudinal Bottom Reinforcement Required for Strength ............
Transverse Bottom Reinforcement Required Inside Column Strip .......
Transverse Bottom Reinforcement Required Outside Column Strip ......
GravityOnly Soil Bearing ..........................................
WindLoad Soil Bearing .............................................
SeismicLoad Soil Bearing ..........................................
2.00 ksi
HardRock
3.0 in.
40.0 ksi
6.00 in. by 6.00 in.
1.500 ksf
1.995 ksf
1.995 ksf
1.00 ft.
4.00 ft.
12. 00 in.
32.25 psi
23.10 psi
ASTH-A615
.13 in2 (1-#4)
.00 in 2
.00 in2
1.498 ksf
1.498 ksf
1.498 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL
1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.OEQ
UNFACTORED LOADS:
Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips)
Dead Load 2.42 0.00 0.00
Live Load 3.33 0.00 0.00
Wind Load 0.00 0.00 0.00
Earthquake 0.00 0.00 0.00
Other Loads 0.00 0.00 0.00
Foot2000 v2.1.5, Copyright @ 1999-2001 Spyder Software 11/29/2002 3:35:24 PM
Company Info I Project Info
R. C. E. JProject: Landros Res.
3060 Thorntree Dr.; Suite 10 ILocation: 4750 Sondbird Drive
Chico, CA, 95973 1 Chico, CA 95973
Phone: (530) 894-8833 JClient:
Fax: (530) 894-8882 lJob No.: 2002.079
E-mail: cj@r-c-e.com IFooting Id: F2
Truss R30
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, f'c ........................
ConcreteType, ........................................................
ConcreteCover .....................................................
Steel Ultimate Strength, Fy ........................................
ColumnSize ........................................................
Allowable Soil Bearing Strength ....................................
Wind Load Soil Bearing Strength, (1.33 increase) ...................
Seismic Load Soil Bearing Strength, (1.33 increase) ................
FootingWidth .......................................................
FootingLength .....................................................
FootingDepth ......................................................
PunchingShear Stress ..............................................
BeamShear Stress ..................................................
ReinforcingStandards per ..........................................
Longitudinal Bottom Reinforcement Required for Strength ............
Transverse Bottom Reinforcement Required for Strength ..............
GravityOnly Soil Bearing ..........................................
WindLoad Soil Bearing .............................................
Seismic Load Soil Bearing ..........................................
F2
2.00 ksi
HardRock
3.0 in.
40.0 ksi
6.00 in. by 6.00 -in.
1.500 ksf
1.995 ksf
1.995 ksf
3.00 ft.
3.00 ft.
12. 00 in.
27.89 psi
9.21 psi
ASTM -A615
.16 in2 (144)
.17 in2 (144)
1.162 ksf
1.162 ksf
1.162 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL
1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.OEQ
UNFACTORED LOADS:
Load Case
FY, (kips)
MX, (ft -kips)
MZ, (ft -kips)
Dead Load
4.16
0.00
0.00
Live Load
5.76
0.00
0.00
Wind Load
0.00
0.00
0.00
Earthquake
0.00
-0.00
0.00
Other Loads
0.00
0.00
0.00
Foot2000 v2.1.63, Copyright @ 1999-2001 Spyder Software 3/25/2003 2:25:37 PM 5� F 3
Company Info I Project Info
R. C. E. JProject: Landros Res.
3060 Thorntree Dr.; Suite 10 JLocation: 4750 Sondbird Drive
Chico, CA, 95973 1 Chico, CA 95973
Phone: (530) 894-8833 JClient:
Fax: (530) 894-8882 JJob No.: 2002.079
E-mail: cj@r-c-e.com IFooting Id: F3
FLOOR GIRDER
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, f'c ........................ 2.00 ksi
ConcreteType ............................................ ; ......... HardRock
ConcreteCover ..................................................... 3.0 in.
Steel Ultimate Strength, Fy ......................................... 40.0 ksi
Column Size ........................................................ 6.00 in. by 6.00 in.
Allowable Soil Bearing Strength .................................... 1.500 ksf
Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf
Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf
Footing Width ...................................................... 2.50 ft.
FootingLength ..................................................... 2.50 ft.
FootingDepth ...................................................... 12.00 in.
PunchingShear Stress .............................................. 18.03 psi
BeamShear Stress .................................................. 5.04 psi
Reinforcing Standards per .......................................... ASTH-A615
Longitudinal Bottom Reinforcement Required for Strength ............ .00 in2
Transverse Bottom Reinforcement Required for Strength .............. .00 in'
Gravity Only Soil Bearing .......................................... 1.152 ksf
Wind Load Soil Bearing ............................................. 1.152 ksf
Seismic Load Soil Bearing .......................................... 1.152 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL
1.4DL + 1.7LL
1.4DL + 1.7LL + 1.7SL
1.05DL + 1.275LL
+ 1.275WL
0.9DL + 1.3WL
1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.0EQ
UNFACTORED LOADS:
Load Case FY, (kips)
MX, (ft -kips)
MZ, (ft -kips)
Dead Load
1.93
0.00
0.00
Live Load
4.90
0.00
0.00
Wind Load
0.00
0.00
0.00
Earthquake
0.00
0.00
0.00
Other Loads
0.00
0.00
0.00
d
12. 00
X
W = 2.-50'
Cover
3. 00"
Foot2000 v2.1.63, Copyright @ 1999-2001 Spyder Software 3/25/2003 2:25:41 PM Fq
Company Info Project Info
R. C. E. JProject: Landros Res.
3060 Thorntree Dr.; Suite 10 ILocation: 4750 Sondbird Drive
Chico, CA, 95973 1 Chico, CA 95973
Phone: (530) 894-8833 JClient:
Fax: (530) 894-8882 JJob No.: 2002.079
E-mail: cj@r-c-e.com IFooting Id: F4
FLOOR GIRDER 2
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, f1c ........................ 2.00 ksi
ConcreteType ...................................................... HardRock
ConcreteCover ..................................................... 3.0 in.
Steel Ultimate Strength, Fy ....................... e ................ 40.0 ksi
Column Size ........................................................ 6.00 in. by 6.00 in.
Allowable Soil Bearing Strength .................................... 1.500 ksf
Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf
Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf
Footing Width ...................................................... 2.00 ft.
FootingLength ..................................................... 2.00 ft.
FootingDepth ...................................................... 12.00 in.
Punching Shear Stress ............................................... 11.26 psi
BeamShear Stress .................................................. .85 psi
Reinforcing Standards per .......................................... ASTH-A615
Longitudinal Bottom Reinforcement Required for Strength ............ .00 in2
Transverse Bottom Reinforcement Required for Strength .............. .00 in'
Gravity Only Soil Bearing .......................................... 1.353 ksf
Wind Load Soil Bearing .............................................. 1.353 ksf
Seismic Load Soil Bearing .......................................... 1.353 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL
1.4DL + 1.7LL
1.4DL + 1.7LL + 1.7SL
1.05DL + 1.275LL
+ 1.275WL
0.9DL + 1.3WL
1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.OEQ
UNFACTORED LOADS:
Load Case FY, (kips)
MX, (ft -kips)
MZ, (ft -kips)
Dead Load
1.46
0.00
0.00
Live Load
3.71
0.00
0.00
Wind Load
0.00
0.00
0.00
Earthquake
0.00
0.00
0.00
Other Loads
0.00
0.00
0.00
d
12. 00"
X
W = 2. 00'
'T
over
::::13.001,
C' i
COMPANY PROJECT
R. C. E.
3060 Thorntree Dr. Suite #10
WoodWorkso Chico, CA 95973
SORWARIFF011 WOOD IMIFIVN (530) 894-8833 - fax (530) 894-8882
Jan. 28, 2003 09:22:56 C1
Design Check Calculation Sheet
I LOADS: ( lbs, psf, or pif )
Load
Type
Distribution
Magnitude
Location [ft]
Pattern
2n
Axial
Axial Bearing
fc =
fg =
Start End
Start End
Load?
I
Dead
Axial
5850 (Eccen
ricity = 0.0 in
2
Constr.
Axial
4065 (Ecceniricity
= 0.0 in
I MAXIMUM REACTIONS (lbs):
0. 9.
Lumber Post, D.Fir-L, No.2,4x8"
Self Weight of 6.03 plf automatically included in loads;
Pinned base; Loadface width(b); Ke x Lb: 1.00 x 9.00= 9.00 [ft]; Ke x Ld: 1.00 x 9.00= 9.00 [ft); Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
criterion
[Analysis
value
IDesign
value
jAnalysis/-Des
2n
Axial
Axial Bearing
fc =
fg =
393
393
Fc =
Fg: =
471
2525
fc/Fc'
fg/Fg'
0_
= 5 83
= 0.1 H
ADDITIONAL DATA:
FACTORS: F CD - CM
Ct CL CF CV Cfu Cr
LC#
Fc' = 1350 1.25 1.00
1.00 1.05 (Cp = 0.266)
2
E' = 1.6 million 1.00
1.00
0
Fg' = 2020 1.25
1.00
2
Axial : LC# 2 = D+C,
P = 9969 lbs
(D=dead L=live S=snow
W=wind I=impact C=construction)
(All LC's are listed in
the Analysis output)
DESIGN NOTES:
1. Please verity that the default deflection limits are appropriate for your application.
L
�' I
3060 Thorntree Drive # 10 9 Chico, CA 9 5 9 73
(530) 894-8833 voice 9 (530) 894-8882 fax
email: cj@r-c-e.com
Butte County Building Department Building
7 County Center Drive
Oroville, CA 95965
(530) 538-7541
RE: Landeros Residence
APN # 047-500-012
4750 SongBird Dr.
Chico, CA 95973
1
To Whom It May Concern,
Our office has reviewed the truss design and calculations from System Plus Lumber Co. for the
above residence. The layout and design are in agreement with our structural package.
Thank you for the opportunity to be of service. Please contact us at the address and number
above if you have any questions.
0
Charles J. Roberts, PE
STRUCTURAL CALCULATIONS
RCE Job #2002.079
for
Russo Construction Compa
Calculation Index:
• Project Layout
• Gravity Analysis
• Lateral Analysis
• Beam Analysis
• Wood Connection
Analysis
• Footings Analysis
• Column Analysis
Revision Summary:
Rev. 0
Rev. I
Landeros; Residence
4750 Songbird Dr.
Chico, CA 95973
Page #
1
2
LI - L4
BI - BIO
WC1
FI - F4
CI
11/29/02 Initial Issue
03/25/03 Changes per plan check
dated January 10, 2003.
BUTTE COUNTY
BUILDING DEPARTMENT
APPROVED
ECIVIL — S . TRUCTURA;21/-//O�
ENGINEERING
SURVEYING
1060 Thorntree Dr. Suite #10 - Chico, CA 95973
�hone: (530) 894-8833 - Fax: (530) 894-8882 fox
c*Qr-c-e.com - http://www.r-c-e.com
Structural Calculations Criteria
Project: Landeros Residence RCE job Number: 2002.079
Owner: Steve a Shelley Landeros
Loaction: 4750 Songbird Dr. - Chico, CA 95973
Date: November 29, 2002
Code: Unifrom Building Code, 1997 Edition.
Code Enforcement: Butte County Building Department
Loads:
Seismic Design:
Seismic Zone: 3
Importance factor: 1.0
Soil Profile Type: SD
Seismic Source Type: A
Closest Distance Seismic Source: N/A
Wind Design: . (Method 2)
Wind Speed: 75 mph
Exposure: C
Soil Bearing: 1500 psf
Notes:
No Special Inspection is required for this project.
Roberts consulting engineering does not represent that these calcultions or any specifications in
connection therewith are suitable whether or not modified, for any other site than the one for
which they were specifically prepared. Roberts consulting engineering disclaims responsibility
for these plans and specifications if they are used whole or in part at any other site. Plans are
not valid until reviewed and approved by appropriate governmental agencies
CIVIL — STRUCTURAL
EENGINEERING
SURVEYING
1060 Thorntree Dr. Suite #10 - Chico, CA 95973
'hone: (530) 894-8833 — Fax: (530) 894-8882 fox
d0r-c-e.corn - http://v^yw.r-c-e.com
h
Landerc5 Residence JOB #2002.0-7q Page
A55UMED
NORTH
SHEAR WALL, BEAM $ FOOTING LAYOUT
Mi
O7
u
a -
NO
Q m v
Floor Dead Load Stone Pavers 9.5 psf
@ Deck Light Weight Concrete 6.0 psf
Framing 1.4 psf
Ply 3.4 psf
Misc. 1.2 psf
IlTotal 2 1. 5 psc=
Floor Live Load
Copyiight 2001 - Spyder Software
ial 40.0 psf
11/29/2002 - Lateral Analysis
- Landeros Res.
R.C. E. ]ob 2002.79
Gravity Loads:
Roof Dead Load
1/2" Ply
2.4 psf
Slope =
Comp Roofing
5.0 psf
7
Framing
5.0 psf
to
5/8" Gyp.
2.8 psf
12
Insul.
1.0 psf
Misc.
2.8 psf
I otal (sloped)
I Y.0 pst
I otal (horiz)
ZZ.0 pst
ITotal (axial)
Y.6 pst
Roof Live Load
11construcil-on
16. :p:s:
Wall Dead Load
1/2" Masonite
7.0 psf
(exterior)
3/8 Ply.
1.8 psf
2x Framing @ 16" o.c.
1.7 psf
Gyp.
2.2 psf
Insul.
1.0 psf
Misc.
1.3 psf
I !). ps
Wall Dead Load
2x6 Framing @ 16" o.c.
1.7 psf
(interior)
Gyp. 2 sides
4.4 psf
Misc.
1.9 psf
F�
ts.0 pst
Floor Dead Load
Flooring
5.0 psf
Sheathing
2.5 psf
Framing
5.0 psf
5/8" Gyp.
2.2 psf
Insul.
1.0 psf
Misc.
1.3 psf
T=ota-1
17.0 psf
Floor Dead Load Stone Pavers 9.5 psf
@ Deck Light Weight Concrete 6.0 psf
Framing 1.4 psf
Ply 3.4 psf
Misc. 1.2 psf
IlTotal 2 1. 5 psc=
Floor Live Load
Copyiight 2001 - Spyder Software
ial 40.0 psf
11/29/2002 - Lateral Analysis - Landeros Res. - R.C.E. Job 2002.079
1997 UBC Seismic Loads - Static Force Procedure
where;
V - (Cv-l)/(R*T) *W = 0.614 *W (Eqn 30-4)
z =
0.3 Zone 3
V = (2.5*Ca*l)/R *W = 0.164 *W (Eqn 30-5)
1 =
1.00 Importance Factor
V = 0. 11 *Ca*I *W = 0.059 *W (Eqn 30-6)
hn =
16 feet
R =
5.5 Plywood Shear Walls
P= 0.164 *W (Eqn 30-5) governs
Soil Profile Type
S,
Seismic Source Type
A
Closest Distance Seismic Source
n/a krn
Ct =
0.02 All other Buildings
Foot print area, AB=
1785 fe
T =
0. 160 (Method A)
Ca =
0.36 Table 16-Q
Cv =
0.54 Table 16-R
Na =
1.00 Table 16-S
NV =
1.00 Table 16-T
W = Building Weight
Use 0% of Snow Load in the Seismic design.
Seismic Roof Loading
Tributary Weights =
42.00 feet of Roof @
22.00 psf
Wall Lines 1-3
9.00 feet of Ext. Wall @
15.00 psf
9.00 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V = r-r=p - horiz. ULT
1 132 pit - noriz. W/S (ULT/1.4)
Seismic Roof Loading
Tributary Weights
49.00 feet of Roof @
22.00 psf
Wall Lines 3-4
9.00 feet of Ext. Wall @
15.00 psf
9.00 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V ZIU pit - hor1Z. ULT
I IbU Pit - horiz. W/5 (U LT
Seismic Roof Loading
Tributary Weights
30.00 feet of Roof @
22.00 psf
Wall Lines 4-5
9.00 feet of Ext. Wall @
15.00 psf
4.50 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V= 1 136 plf - horiz. ULT
Y/ pit - noriz. W/5 (ULT7-A
Seismic Roof Loading
Tributary Weights
28.00 feet of Roof @
22.00 psf
Wall Lines 5-6
0.00 feet of Ext. Wall @
15.00 psf
0.00 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V JUI plf - ho IT ULI
I /z pit - noriz. W/S (ULT/1.4)1
Copy7ight 200 / - Sqyder Software
11/29/2002 - Lateral Analysis - Landeros Res. - R.C.E. Job 2002.079 LZ
Seismic Roof Loading
Tributary Weights = 28.00 feet of Roof @
22.00 psf
Wall Lines 7-8
12.00 feet of Ext. Wall @
15.00 psf
0.00 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V =I
I JU pit -ori—UL-
pit - horz.
Seismic Roof Loading
Tributary Weights = 125.00 feet of Roof @
22.00 psf
Wall Lines A -B
9.00 feet of Ext. Wall @
15.00 psf
22.50 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V =
1 501 pit - horz. ULI
1 358 p - noriz.
Seismic Roof Loading
Tributary Weights = 78.00 feet of Roof @
22.00 psf
Wall Lines B -C
18.00 feet of Ext. Wall @
15.00 psf
13.50 feet of Int. Wall @
8.00 psf
0.00 feet of Int. Floor @
17.00 psf
V
J43 p - horiz. ULT
I Z,45 p orz.
Copyright 2001 - Spyder Software
11/29/2002 -. Lateral Analysis - Landeros Res. - R.C.E. Job 2002.079 - fee) L�-5
Copyiight 2001 - Spyder Software
Lateral Load Summary
Roof Level Loadings
Wall Line
ID
Tributary
Length
(ft.)
Unit Loads
Seismic Wind
(P -1-f-) (P -I -Q
Wall Loads
Seismic Wind
(kips) (kips)
Controlling
Load Case
1
7.00
132
205
0.93
1.43
Wind Controls
2 -West Side
7.00
132
20S
0.93
1.43
Wind Controls
2 -East Side
11.00
132
283
1.45
3.11
Wind Controls
3 -West Side
11.00
132
283
1.45
3.11
Wind Controls
3 -East Side
16.50
M
247
2.48
4.07
Wind Controls
4 -West Side
16.50
150
247
2.48
4.07
Wind Controls
4 -East Side
5.50
97
247
0.53
1.36
Wind Controls
5 -West Side
5.50
97
247
0.53
1.36
Wind Controls
S -East Side
4.00
72
247
0.29
0.99
Wind Controls
6 -West Side
4.00
72
247
0.29
0.99
Wind Controls
6 -East Side
15.50
93
247
1.44
3.83
Wind Controls
7
15.50
93
247
1.44
3.83
Wind Controls
A
12.50
358
276
4.48
3.45
Seismic Controls
B -North Side
12.50
358
276
4.48
3.45
Seismic Controls
B -South Side
7.00
245
276
1.71
1.93
Wind Controls
C
7.00
245
276
1.71
1.93
Wind Controls
Copyiight 2001 - Spyder Software
11/29/2002 - Lateral Analysis - Landeros Res - R.C.E. job 2002.079
A
I st Level (UlIC Section 1630. 1)
9.00
9.00
East-West Direction:
Story Shear 12.38 kips
North-South Direction:
8.24
0.135
p Max 1.00
0.369
PHD2 w/ DBL 2x POST a[ SSTB 16 A.B.
Wall Yne
Lateral
Wall
__W�_F
Wall
Applied OTM Forces
Applied
Forces Resisting OTM
Resistive
N=Ilft
UmMents
ID
Load
I
Height 1
I
Le gth
A
Stress
I
Uniform Point
OTM
I
Uniform Point
I
OTM
I
Used 100% ofTabulated Values
See Note
(kips)
(feet)
(U)
0.08
(pin
(ldf) (kips)
(foot -kips)
(klf) (kips)
(foot -kips)
(Idps)
Simpson Products
A
4.48
9.00
9.00
0.08
102
North-South Direction:
8.24
0.135
4.92
0.369
PHD2 w/ DBL 2x POST a[ SSTB 16 A.B.
I st
Seismic
p Max
1.00
Wall Line
Lateral
Wall
Wall
all
Level
Applied
9.00
4.00
0.08
102
ID *
3.66
0.135
0.97
0.673
PHD2 w/ DBL 2x POST ex SSTB 16 A.B.
Uniform Point
OTM
I
9.00
31.00
0.08
102
see Note
28.39
0.135
58.38
No Net Uplifd
No Holdown Required!
(kif) (kips)
3.45
9.00
9.00
(kips)
78
6.34
0.135
3.65
0.300
PHD2 w/ DBL 2x POST at SSTB 16 A.B.
Wind
ShearWalllD 5
_(Plf)
.1 1
0.500 18 In. o.c.
301
I
13.55
I
0.135
I
1.13
I
2.486
PHD2 w/ DOL 2x POST at SSTB 16 A.B.
I
Horizontal Diaphragm Lengths At Stresses
9.00
4.00
78
2.82
0.135
0.72
0.525
PHD2 w/ DBL 2x POST ex SSTB16 A.B.
Bolt Dia. (in.) Capacity (Idps) I Spacing
9.00
31.00
0.500 0.818 1 24 In. o.c.
78
21.85
0.135
43.25
No Net Uplift'
No Holdown Required!
Horizontal Diaphragm Lengths 8X Stresses
East Side West Side
I
Sill Plate Shear Anchorage for above wall line
(plo (feet)
Bolt Dia. (in.) Capacity (kips) I Spacing
ShearWalllD I
0.500 0.818 1 48 In. o.,
3
3.01
I st Level
(UBC Section 1630. 1
0.20
301
North-South Direction:
13.S5
Story Shear
14.24 kips
2.407
PHD2w/ DBL2x POSTel SSTS16 A.B.
I st
Seismic
p Max
1.00
Wall Line
Lateral
Wall
Wall
all
Applied OTM Forces
Applied
Forces Resisting OTM
Resistive
Net Uplift
Comments
ID *
Load
I
Height
I
Length
PI
I
Stress
1
Uniform Point
OTM
I
Uniform Point
OTMI
I
Force
I
#REFI
see Note
(kips)
(feet)
(feet)
2.486
(00
(kif) (kips)
(foot -kips)
(kin (kips)
(foot -kips)
(kips)
Simpson Products
3
3.01
9.00
16.00
0.20
301
13.S5
0.135
1.52
2.407
PHD2w/ DBL2x POSTel SSTS16 A.B.
I st
Seismic
Level
7.19
I
9.00
I
16.00
0.24
449
64.67
I
0.072
I
6.14
I
3.658 IPHD5
w/ DBL Zx POST at SSTB20 A.B.
Wind
9.00
5.00
301
13.55
0.135
1.13
2.486
PHD2 w/ DBL 2x POST ex SSTS 16 A.B.
Horizontal Diaphragm Lengths a Stresses
Wind
East Side West Side
I
Sill Plate Shear Anchorage for above wall line
(feet) I Yeet) (plo
Bolt Dia. (in.) Capg% Lkips) Spacing
ShearWalllD 5
_(Plf)
.1 1
0.500 18 In. o.c.
4
3.01
9.00
5.00
0.24
301
13.S5
0.135
1.52
2.407
PHD2w/ DBL2x POSTel SSTS16 A.B.
I st
Seismic
Level
9.00
5.00
0.24
301
13.55
0.135
I.S2
2.407
PHD2 w/ DBL 2x POST at SSTB 16 A.B.
3.01
9.00
5.00
301
13.55
0.135
1.13
2.486
PHD2 w/ DBL 2x POST ex SSTS 16 A.B.
Wind
I
9.00
I
5.00
I
I
301
I
13.55
I
0.135
I
1.13
I
2.486
PHD2 w/ DOL 2x POST at SSTB 16 A.B.
I
Horizontal Diaphragm Lengths At Stresses
East Side W
Sill Plate Shear Anchorage for above wall line
(plo (feet)
Bolt Dia. (in.) Capacity (Idps) I Spacing
Shear Wall I D
0.500 0.818 1 24 In. o.c.
COMPANY
R. C. E.
S' 3060 Thorntree Dr. Suite #10
Awl WbodWork Chico, CA 95973
SOfIWAIVE FOR WOOD MSIGN (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:16
Design Check Calculation Sheet
LOADS: ( lbs, psf, or plf )
Load
Type
Distribution
I
Magnitude
I
Location (ft)
Pattern
Shear
1260
Total
Start End
Start End
Load?
1
Dead
Full Area
22 (15.00)1
1094
No
2
Constr.1
Full Area
1 16 _(15.00 )
L/360
No
-TriDuLary wiaLn trL)
MAXIMUM REACTIONS ObS) and BEARING LENGTHS (in):
0.
pc� 51
PROJECT
Landros Res.
4750 Sondbird Drive
Chico, CA 95973
131
10'-6"
Dead
1811
Value
1811
Live
1260
Shear
1260
Total
3071
106
3071
Bearing:
ength
1.0
798
1.0
Timber -soft, D.Fir-L, No.2, 6x12"
Self Weight of 15.02 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
fv @d =
60
Fv' =
106
fv/Fv' = 0.56
Bending(+)
fb =
798
Fb' =
1094
fb/Fb' = 0.73
Live Defl'n
0.07 =
<L/999
0.35 =
L/360
0.21
Total Defl'n
0.23 =
L/551
0.52 =
L/240
0.44
ADDITIONAL DATA:
FACTORS: F CD
CM Ct CL CF CV Cfu Cr
LC#
Fbl+= 875 1.25
1.00 1.00 1.000 1.00 1.000 1.00 1.00
2
EIV 0 = 85 1.25
1.00 1.00 (CH = 1.000)
2
Fcp'= 625
1.00 1.00
-
El = 1.3 million
1.00 1.00
2
Bending(+): LC# 2 =
D+C, M = 8062 lbs -ft
Shear : LC# 2 =
D+C, v = 3071, V@d = 2511 lbs
Deflection: LC# 2 =
D+C EI= 906.17eO6 lb-in2
Total Deflection =
1.50(Defln dead) + Defln_Live.
(D=dead L=live
-
S=snow W=wind I=impact C=construction)
(All LC's are listed
in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
f� Bz�
0
WoodWorks
COMPANY
R. C. E.
3060 Thorntree Dr. Suite #10
PROJECT
Landros Res.
4750 Sondbird Drive
Chico, CA 95973
Chico, CA 95973
.10FIWAREFORWOOD"SIGN
(530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:24
B2
Design Check Calculation Sheet
LOADS: ( lbs, psf, or plf
Load Type Distribution Magnitude Location [ft) Pattern
Start End Start End Load?
1 Dead Full Area 22 (15. 00) No
2 Constr. Full Area 16 (15.00)' No
*Tributary Width (ft)
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in):
0.
8'-6"
Dead
1435
1435
Live
1020
1020
Total
2455
2455
Bearing:
Length
1.1
1.1
4xbeams, D.Fir-L, No. 2,4x10"
Self Weight of 7.69 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion Analysis Value Design Value Analysis/Design
Shear fv @d = 93 Fv' = 119 fv/Fv' = 0.78
Bending(+) fb = 1254 Fb' = 1312 fb/Fbl = 0.96
Live Defl'n 0.08 = <L/999 0.28 = L/360 0.27
Total Defl'n 0.24 = L/429 0.43 = L/240 0.56
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF CV Cfu Cr LC#
Eb-+= 875 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2
Ell I = 95 1.25 1.00 1.00 (CH 1.000) 2
Fcp'= 625 1.00 1.00 -
E I = 1.6 million 1.00 1.00 2
Bending(+): LC# 2 = D+C, M = 5217 lbs -ft
Shear : LC# 2 = D+C, V = 2455, V@d = 2010 lbs
Deflection: LC# 2 = D+C EI= 369.34eO6 lb-in2
Total Deflection = 1.50(Defln dead) + Defln-Live.
-
(D=dead L=live S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
00M
F� 63
WoodWorks
COMPANY
R. C. E.
3060 Thorntree Dr. Suite #10
PROJECT
Landros Res.
4750 Sondbird Drive
Chico, CA 95973
Chico, CA 95973
SOFIWANE RJR WOOD DESIGN
(530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:31
B3
Design Check Calculation Sheet
LOADS: ( lbs, psf. or plf
Load Type Distribution Magnitude ocation [ft] Pattern
Start End Start End Load?
1 Dead Full UDL 175 No
2 Cons r . Full UDL 410 No
MAXIMUM REACTIONS (113S) and BEARING LENGTHS (in):
0.
8'-6"
Dead
783
7131
Live
1742
1742
Total
252'
2526
Bearing:
1.2
1.2
-Length
4xbeams, D.Fir-L, No. 2,4x12"
Self Weight of 9.35 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion Anal Value Design Value jAnalysis/Design
_rysis
Shear fv @d = 75 Fv' = 119 fv/Fv' = 0.63
Bendin(.j(+) fb = 872 Fb' = 1203 fb/Fb' = 0.73
Live Defl'n 0.07 = <L/999 0.28 = L/360 0.26
Total Defl'n 0.12 = L/840 0.43 = L/240 0.29
0.1
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF CV Cfu Cr LC#
Fbl+= 875 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2
EVI =. 95 1.25 1.00 1.00 (CH 1.000) 2
Fcp'= 625 1.00 1.00 -
El = 1.6 million 1.00 1.00 2
Bending(+): LC# 2 = D+C, M = 5368 lbs -ft
Shear : LC# 2 = D+C, V = 2526, V@d = 1969 lbs
Deflection: LC# 2 = D+C EI= 664.45eO6 lb-in2
Total Deflection = 1.50(Defln dead) + Defln_Live.
-
(D=dead L=live S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
V
f� 51
COMPANY PROJECT
QD R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorks Chico, CA 95973 Chico, CA 95973
SGUWARE FOR WOOD IVSIGN (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:38 Deck Joistl
I I
Design Check Calculation Sheet
I LOADS: ( lbs, psf, or plf )
Load
Type
Distribution
I
Magnitude
I
Location [ft]
Pattern
Total
348
348
Start End
Start End
Load?
I
D!ad
Full Area
20 (16.0)1
1.00
�0
2
Live
Full Area
40 (16.0)
1.00
N
-i-riourary wiatn (in)
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in):
0.
8'-6"
Dead
122
1 2
Live
226
226
Total
348
348
Bearing:
Fbl+= 900
-
1.0
1.0
Length
Lumber -soft, D.Fir-L, No.2, 24"
Spaced at 16" c/c; Self Weight of 1.96 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion
Analysis Value
Design Value
Analysis/Design
Shear
Bending(+)
Live Deflln
Total Deflln
fv @d = 56
fb = 1173
0.19 = L/542
0.34 = L/300
Fv' = 95
Fb' = 1345
0.28 = L/360
0.43 = L/240
fv7-Fv, = 0.59
fb/Fbl = 0.87
0.66
0.80
LC#
Fbl+= 900
1.00
1.00
1.00 1.000 1.30 1.000 1.00 1.15
2
Fv ' = 95
ADDITIONAL
DATA:
FACTORS: F
CD
CM
Ct CL CF CV Cfu Cr
LC#
Fbl+= 900
1.00
1.00
1.00 1.000 1.30 1.000 1.00 1.15
2
Fv ' = 95
1.00
1.00
1.00 (CH = 1.000)
2
Fcpl= 625
1.00
1.00
-
E- = 1.6
million
1.00
1.00
2
Bending(+):
LC# 2 =
D+L, M
= 739 lbs -ft
Shear :
LC# 2 =
D+L, V
= 348, V@d = 310 lbs
Deflection:
LC# 2 =
D+L
EI= 33.27eO6 lb-in2
Total Deflection =
1.50(Defln-dead)
+ Defln_Live.
(D -dead L=live
S -snow
W=wind I=impact C=construction)
(All LC's
are listed
in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
V
Fq> as -
COMPANY PROJECT
R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorks' Chico, CA 95973 Chico, CA 95973
SOFIWAREFORWOOD"SICN (530) 894-8833 - fax (530) 894-8882
Nov. 29, 2002 15:29:46 Deck Joist2
Design Check Calculation Sheet
LOADS: ( Ibs, psf, or plf )
Load
Type
Distribution
Magnitude
Location (ft]
Pattern
Ct CL CF CV Cfu Cr
280
Total
Start End
Start End
Load?
1
Dead
Full Area
20 (1.33),
917
No
2
Live
Full Area
40 (1.33),
0.22 =
No
--rrioutary wiarn (it)
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in):
10'-6"
Dead
160
Value
160
Live
280
Ct CL CF CV Cfu Cr
280
Total
440
Fv' =
440
-
Bearing:
-Length
1.0
Bending(+)
1.0
Lumber n -ply, D.Fir-L, No.2, W", 2-Plys
Self Weight of 3.92 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion
Analysis
Value
Desi n
Value
Analysis/Design
Ct CL CF CV Cfu Cr
Shear
fv @d =
37
Fv' =
95
fv/Fv' = 0.38
1.00
Bending(+)
fb =
917
Fb' =
1170
fb/Fb' = 0.78
E I = 1.6 million
Live Defl'n
0.22 =
L/575
0.35 =
L/360
0.63
Deflln
0.41 =
L/309
0.70 =
L/180
0.58
EI= 33.27eO6 lb-in2/ply
-Total
Total Deflection =
1.50(Defln
dead) + Defln_Live.
(D=dead L=live
ADDITIONAL DATA:
FACTORS: F CD
CM
Ct CL CF CV Cfu Cr
LC#
Eb-+= goo 1.00
1.00
1.00 1.000 1.30 1.000 1.00 1.00
2
EV, = 95 1.00
1.00
1.00 (CH = 1.000)
2
Fcpl= 625
1.00
1.00
-
E I = 1.6 million
1.00
1.00
2
Bending(+): LC# 2 =
D+L, M
= 1155 lbs -ft
Shear : LC# 2 =
D+L, V
= 440, V@d = 402 lbs
Deflection: LC# 2 =
D+L
EI= 33.27eO6 lb-in2/ply
Total Deflection =
1.50(Defln
dead) + Defln_Live.
(D=dead L=live
S=snow
-
W=wind I=impact C=construction)
(All LC's are listed
in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no buff joints are present) fastened together securely
at intervals not exceeding 4 times the depth and that
each ply is equally top- , loaded. Where beams are side -loaded, special fastening details may be required.
SOME BC CALCO 2002 DESIGN REPORT - US Friday, November 29, 2002 15:33
File
Single 117/8" BC18 600 DIF Name - BC: J02 F'j
Job Name - Landeros REs. Description -
Address - 4750 Songbird Drive Specifier -
City, State, Zip - Chico, CA 95973 Designer - CMR
Customer Company - RCE
Code reports ICBO 4665, NER 446 Misc -
BO, 1-3/4"
400 lbs LL
250 lbs DL
General Data
Version: US imperial
Member Type:
- Joist
Number of Spans
- 1
Left Cantilever
- No
Right Cantilever
- No
Slope 0/12
OC Spacing 16"
Repetitive Yes
Constructon Type Glued
Live Load
40 PSF
Dead Load
15 PSF
Part Load
10 PSF
Duration
100
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALCO, BC FRAMERS, BCI8,
BC RIM BOARDTu, BC OSI3 RIM
BOARDTm, BOISE GLULAMTm,
VERSA -LAMS, VERSA -RIMS,
VERSA -RIM PLUSO,
VERSA-STRANDT-,
VERSA-STUDO, ALLJOISTO and
AJSTm are registered trademarks of
Boise Cascade Corporation.
Page I of I
Standard Load-40PSFI 15�SFJ 10PSF OCSpacir�gl&'
75
131, 1-3/4"
400 lbs LL
250 lbs DL
Total Horizontal Length - 15-00-00
Load Summary
ID Description Load Type Ref. Start End Live Dead OCS Dur.
S Standard Unf.Area Load Left 00-00-00 15-00-00 40 PSF 15 PSF/ 16" 100
Controls Summary
Control Type
Value
Moment
2437 ft -lbs
End Reaction
650 lbs
Total Deflection
U687 (0.262")
Live Deflection
U1 116 (0.161 ")
Max. Defl.
0.262" (Limit: 1
Span/Depth
15.2
% Allowable Duration
48.8% @ 100%
55.3% @ 100%
34.9%
43.0%
26.2%
Loadcase Span Location
2 1 - Internal
2 1 -Left
2 1
2
2
NOTES:
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4".
Minimum bearing length for BI is 1-3/4".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
BOWE
Single 117/8" BCIO 600 DF
Job Name - Landeros REs.
Address - 4750 Songbird Drive
City, State, Zip - Chico, CA 95973
Customer -
Code reports - ICBO 4665, NER 446
BC CAMR) 2002 DESIGN REPORT - US
File
Name - BC: J01
Description -
Specifier -
Designer - CMR
Company - RCE
Misc -
Friday, November 29, 2002 15:33
f:;I 13-1
I I I I I I Sta�dardLoad-4013SF116PSF110P�F 0qSpac1n9'16"
Aft 4,3 nn nn
BO, 1-3/4"
212 lbs LL
72 lbs DL
B1, 3-1/2" B2. 3-1/2" B3.1-3/4"
755 lbs LL 841 lbs LL 285 lbs LL
434 lbs DIL 515 lbs DL 146 lbs DL
General Data
Version: US Imperial
Member Type:
- Joist
Number of Spans
- 3
Left Cantilever
- No
Right Cantilever
- No
Slope
0/12
OC Spacing
16"
Repetitive
Yes
Construction Type
Glued
Live Load
40 PSF
Dead Load
15 PSF
Part Load
10 PSF
Duration
100
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALCAD, BC FRAMERO, BCI9,
BC RIM BOARDTm, BC OSB RIM
BOARDTu, BOISE GLULAM7u,
VERSA-LAM0, VERSA -RIM@,
VERSA -RIM PLUS@,
VERSA -STRAND-,
VERSA-STUDO, ALLJOISTO and
AJSTm are registered trademarks of
Boise Cascade Corporation.
Page 1 of 1
Total Horizontal Length - 35-00-00
Load Summary
ID Description Load Type Ref. Start End Live Dead OCS Dur.
S Standard Unf.Area Load Left 00-00-00 35-00-00 40 PSF 15 PSF/ 16" 100
Controls Summary
Control Type Value
% Allowable
Duration
Loadcase
Span Location
Moment 1738 ft -lbs
34.8%
@
100%
7
2 - Right
End Reaction 430lbs
36.6%
@
100%
4
3 - Right
Int. Reaction 1356lbs
53.2%
@
100%
7
2 - Right
Cont. Shear 691lbs
42.6%
@
100%
7
2 - Right
Uplift -25lbs
5
1 -Left
Total Deflection L/1 738 (0.104")
13.8%
5
2
Live Deflection L/2509 (0.072")
19.1%
5
2
Total Neg. Defl. -0.024"
4.7%
5
3
Max. Defl. 0. 104" (Limit: 1
10.4%
5
2
Span/Depth 15.2
2
CAUTIONS:
Uplift of -25 lbs found at span 1 - Left.
NOTES:
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 1-3/4".
Minimum bearing length for B1 is 3-1/2".
Minimum bearing length for B2 is 3-1/2".
Minimum bearing length for B3 is 1-3/4".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 112 intermediate bearing
4
ood-Works
COMPANY
R. C. E.
3060 Thorntree Dr. Suite #10
PROJECT
Landros Res.
4750 Sondbird Drive
Chico, CA 95973
Chico, CA 95973
SORWAREFORWOOD"SICIV
(530) 894-8833 - fax (530) 894-8882
Mar. 25, 2003 14:25:09
FLRGRT2
Design Check Calculation Sheet
LOADS: ( Ibs, psf, or pif
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
I Dead Full Area 15 (13.50)1 No
2 Live Full Area 40 (13.50)1 No
*Tributary Width (ft)
MAXIMUM REACTIONS (IbS) and BEARING LENGTHS (in):
01 6'-3" 12'-6"
18'-9"
Dead
530
1151�
11511
530
Live
1350
3712
3712
1350
Total,
1880
5171
5171
1880
Bearing
1.0
1 2.01
1 2.01
1.0
-Length
LVL n -ply, 1.8E, 220OFb, 1-3/4x9-1/2", 2-Plys
Self Weight of 9.58 plf automatically included in loads;
Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (lbs, lbs -ft, or in)
Criterion Analysis Value Design Value AnalyWs/�esign
-
Shear V @d = 2225 Vr = 6318 V 0.35
Bending(+) M = 2350 Mr = 9964 M/Mr = 0.24
Bending(-) M = 2938 Mr = 9964 M/Mr = 0.29
Live Defl'n 0.02 = <L/999 0.21 = L/360 0.10
-Total Defl'n 0.03 = <L/999 0.31 = L/240 0.11
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC#
.Fbl+= 2200 1.00 1.00 1.00 1.000 1.03 1.000 1.00 1.00 2
Fb'-= 2200 1.00 1.00 1.00 1.000 1.03 1.000 1.00 1.00 2
EIV I = 285 1.00 1.00 1.00 (CH 1.000) 2
Fcp'= 750 1.00 1.00 -
E' = 1.8 million 1.00 1.00 2
Bending(+): LC# 2 = D+L, M = 2350 lbs -ft
Bending(-): LC# 2 = D+L, M = 2938 lbs -ft
Shear : LC# 2 = D+L, V = 2820, V@d = 2225 lbs
Deflection: LC# 2 = D+L EI= 450.12eO6 lb-in2/ply
Total Deflection = 1.50(Defln dead) + Defln-Live.
-
(D=dead L=live S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact
your local SCL manufacturer.
3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys.
4
COMPANY PROJECT
S@ R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
Wood'Work Chico, CA 95973 Chico, CA 95973
SORWAREFOR WOOD "SICN (530) 894-8833 - fax (530) 894-8882
Mar. 25, 2003 14:25:22 FLRGRT
Design Check Calculation Sheet
LOADS: ( Ibs, psf, or pif )
Load
Type
Distribution
Magnitude
Location [ft]
Pattern
1782
v @d =
4900
Start End
Start End
Load?
1
Dead
Full Area
15 (13.50)1
1.0
No
2
Live
Full Area
40 (13.50P
6020
No
-TriDurary wiaLn tzL)
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in):
F__
41 a
0. 8'-3" 16'-6" 24'-9"
Dead
692
Value
Design
1904 692
Live
1782
v @d =
4900
4901 1782
Total
2474
Bending(+)
6805
6805 2474
Bearing:
Length
1.0
M/Mr = 0.68
2.61
2.6 1.0
LVL n -ply, 1.8E, 220OFb, 1-3/4x7-1/4", 2-Plys
Self Weight of 7.31 plf automatically included in loads;
Load combinations: ICBO-UBC
SECTION vs. DESIGN CODE NDS -1997: (lbs, Ibs-ft, or in)
Criterion
Analysis
Value
Design
Value
Analysis/Design
Shear
v @d =
3259
Vr
4822
V7V r = 0.68
Bending(+)
M =
4083
Mr
6020
M/Mr = 0.68
Bending(-)
M =
5103
Mr
6020
M/Mr = 0.85
Live Defl'n
0.15 =
L/676
0.28
L/360
0.53
Total Defl'n
0.23 =
L/427
0.41
L/240
0.56
ADDITIONAL
DATA:
FACTORS: F
CD
CM
Ct CL CF CV
Cfu Cr
LC#
Fbl+= 2200
1.00
1.00
1.00 1.000 1.07 1.000
1.00 1.00
2
Fb'-= 2200
1.00
1.00
1.00 1.000 1.07 1.000
1.00 1.00
2
FV1 = 285
1.00
1.00
1.00 (CH
1.000)
2
Fcp'= 750
1.00
1.00
-
El = 1.8
million
1.00
1.00
2
Bending(+):
LC# 2 =
D+L, M
= 4083 lbs -ft
Bending(-):
LC# 2 =
D+L, M
= 5103 lbs -ft
Shear :
LC# 2 =
D+L, V
= 3712, V@d = 3259 lbs
Deflection:
LC# 2 =
D+L
EI= 200.07eO6 lb-in2/ply
Total Deflection =
1.50(Defln
dead) + Defln-Live.
(D -dead L=live
S=snow
-
W=wind I=impact C=construction)
(All LC's
are listed
in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact
your local SCL manufacturer.
3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys.
FSS 5%0
COMPANY PROJECT
0 R. C. E. Landros Res.
3060 Thorntree Dr. Suite #10 4750 Sondbird Drive
WoodWorks Chico, CA 95973 Chico, CA 95973
50)'1WA RE FOR WOOD "SUN (530) 894-8833 - fax (530) 894-8882
Mar. 25, 2003 14:37:17 DCKHDR
Design Check Calculation Sheet
LOADS: ( lbs, psf, or plf ) I
Load
Type
Distribution
Magnitude
Location (ft]
Pattern
Live
288
792
792
Start , End
Start End
Load?
I
1
1869
Dead
Full Area
21 (6.00),
Live DeflIn
No
2
Live
Full Area
16 (6.00),
1.01
No
0.37
*Tributary Width (ft)
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in):
I a a -
0. T-6" 15, 22'-6"
Dead
392
1077
1077
392
Live
288
792
792
fb = 693
288
Total
680
1869
1869
Fb' = 1137
680
Bearing:
Live DeflIn
0.05 = <L/999
0.25 = L/360
0.18
1.0
1.01
1.01
0.37
1.0
Length
4xbeams, D.Fir-L, No. 2,4x6"
Self Weight of 4.57 plf automatically included in loads;
Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-LIBC
#### WARNING: Member length exceeds typical stock length of 16.0 [ft]
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
Criterion
Analysis Value
Desi n Value
An;;l
Shear
fv @d = 71
Fv 95
W/2esign
0.75
Bending(+)
fb = 693
Fb' = 1137
fb/Fbl = 0.61
Bending(-)
fb = 867
Fb' = 1137
fb/Fb1 = 0.76
Live DeflIn
0.05 = <L/999
0.25 = L/360
0.18
-Total DeflIn
0.14 = L/646
0.38 = L/240
0.37
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF . CV Cfu Cr LC#
Fbo+= 875 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2
Fb'-= 875 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2
Fv. = 95 1.00 1.00 1.00 (CH 1.000) 2
Fcp'= . 625 1.00 1.00 -
E' - 1.6 million 1.00 1.00 2
Bending(+): LC# 2 = D+L, M = 1020 lbs -ft
Bending(-): LC# 2 = D+L, M = 1274 lbs -ft
Shear : LC# 2 = D+L, V = 1020, V@d = 916 lbs
Deflection: LC# 2 = D+L EI= 77.64eO6 lb-in2
Total Deflection = 1.50(Defln - dead) + Defln_Live.
(D=dead L=Iive S=snow W=wind I=impact C=construction)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Continuous or Cantilevered Beams: NOS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span
beams and to the full length of cantilevers and other spans.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
4! ,
1 1/29/2002 -- Landeros Residence -- R.C.E. job 2002.079 f:j W C, I
Loaded
Connection ID:
N.D.S. 11.3.1 Eq.'s
Eq 11.3-1 Z = 580 lb. Mode 1,
Eq 11.3-2 Z = 212 lb. Mode III,,
Eq 11.3-3 Z = 163 lb. Mode 111,
Z'
= Z(CD*CM*Ct*Cd*Ceg*Cdi)
OKII
OKII
OKII
OKII
JOKII
OKII
Uedu = ' Z. U Ub.
Screw Size =
24g Custom Screws
Floor Condition Z'
Floor = 210 ;bs.
Screw Diameter =
0.250 inches
= 160
Snow = 0 lbs.
Screw Length =
3.00 Inches
CD = 1.25
Const. = 0 lbs.
Yield Strength Fyb =
45.0 ks! (NDS, '91)
Wind Condition Z'
Seismic = 0 lbs.
penetration, p =
1.5 inches (main member)
Wind = 0 lbs.
thickness, tin =
1.50 Inches (main member)
SGrn =
0.50 DF -L Main Member Speciflc Gravity, EWP, DF -L, HF, SP or SPF
Fern = 4,637 psi (main member)
ts =
1 * 50 Inches (side member)
SGs =
0.50 DF -L Side Member Specific
Gravity, EWP, DF -L, HF, SP or SPF
Fes =
41637 psi (side member)
Re =
1.0000
k =
1.0987
KD =
3.00 Diameter Factor
CM =
1.00 Wet Service Factor
Ct =
1.00 Temperature Factor
Cd=
0.86 Penetration Factor, (p / 7D < =
1.0)
Ceg =
1.00 End Grain Factor, (1.0 or 0.67)
Cd! =
1.00 Diaphragm Factor, ( 1 .0 or 1 1
n =
3 Number of Fasteners, (Screws)
N.D.S. 11.3.1 Eq.'s
Eq 11.3-1 Z = 580 lb. Mode 1,
Eq 11.3-2 Z = 212 lb. Mode III,,
Eq 11.3-3 Z = 163 lb. Mode 111,
Z'
= Z(CD*CM*Ct*Cd*Ceg*Cdi)
OKII
OKII
OKII
OKII
JOKII
OKII
Dead Condition Z'
= 125
CD = 0-90
Floor Condition Z'
= 139
CD = 1-00
Snow Condition Z'
= 160
CD = 1.15
ConSt. Condition Z'
= 174
CD = 1.25
Sels Condition Z'
= 185
CD = 1.33
Wind Condition Z'
= 223
CD = 1.60
Copyw1ke 2001 - Spyder Software
376
Dead Loads
OKII
OKII
OKII
OKII
JOKII
OKII
418 Floor Loads
481 Snow Loads
522 Const. Loads
556 Seismic Loads
669 Wind Loads
Foot200.O v2.1.5, Copyright @ 1999-2001 Spyder Software 11/29/2002 3:35:20 PM
Company Info I Project Info
R. C. E. JProject: Landros Res.
3060 Thorntree Dr.; Suite 10 JLocation: 4750 Sondbird Drive
Chico, CA, 95973 Chico, CA 95973
Phone: (530) 894-8833 JClient:
Fax: (530) 894-8882 JJob No.: 2002.079
E-mail: cj@r-c-e.com IFooting Id: Fl
Truss R30
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, f1c ........................ 2.00 ksi
ConcreteType ...................................................... HardRock
ConcreteCover ...................................................... 3.0 in.
Steel Ultimate Strength, Fy ........................................ 40.0 ksi
Column Size ........................................................ 6.00 in. by 6.00 in.
Allowable Soil Bearing Strength .................................... 1.500 ksf
Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf
Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf
FootingWidth ...................................................... 1.00 ft.
FootingLength ..................................................... 4.00 ft.
FootingDepth ...................................................... 12.00 in.
PunchingShear Stress .............................................. 32.25 psi
BeamShear Stress .................................................. 23.10 psi
Reinforcing Standards per ........................ ASTH-A615
Longitudinal Bottom Reinforcement Required for Strength ............ .13 in 2 (1-#4)
Transverse Bottom Reinforcement Required Inside Column Strip ....... .00 in'
Transverse Bottom Reinforcement Required Outside Column Strip ...... .00 in 2
Gravity Only Soil Bearing .......................................... 1.498 ksf
Wind Load Soil Bearing ............................................. 1.498 ksf
Seismic Load Soil Bearing .......................................... 1.498 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL
IADL + 1.7LL
1.4DL + 1.7LL + 1.7SL
1.05DL + 1.275LL
+ 1.275WL
0.9DL + 1.3WL
1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.OEQ
UNFACTORED LOADS:
Load Case FY, (kips)
MX, (ft -kips)
MZ, (ft -kips)
Dead Load
2.42
0.00
0.00
Live Load
3.33
0.00
0.00
Wind Load
0.00
0.00
0.00
Earthquake
0.00
0.00
0.00
Other Loads
0.00
0.00
0.00
F.11 F Z
Foot2000 v2.1.5, Copyright @ 1999-2001 Spyder Software 11/29/2002 3:35:24 PM
Company Info
I
Project Info
R. C. E.
JProject:
Landros Res.
3060 Thorntree Dr.; Suite 10
ILocation:
4750 Sondbird Drive
Chico, CA, 95973
1
Chico, CA 95973
Phone: (530) 894-8833
lClient:
Fax: (530) 894-8882
JJob No.:
2002.079
E-mail: cj@r-c-e.com
IFooting Id:
F2
Truss R30
0.00
Live Load
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, f'c ........................ 2.00 ksi
ConcreteType ...................................................... HardRock
ConcreteCover ..................................................... 3.0 in.
Steel Ultimate Strength, Fy ........................................ 40.0 ksi
Column Size ........................................................ 6.00 in. by 6.00.in.
Allowable Soil Bearing Strength .................................... 1.500 ksf
Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf
Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf
Footing Width ...................................................... 3.00 ft.
FootingLength ..................................................... 3.00 ft.
FootingDepth ...................................................... 12.00 in.
Punch ' ing Shear Stress .............................................. 27.89 psi
BeamShear Stress .................................................. 9.21 psi
Reinforcing Standards per .......................................... ASTM -A615
Longitudinal Bottom Reinforcement Required for Strength ............ .16 in2 (1-#4)
Transverse Bottom Reinforcement Required for Strength .............. .17 in2 (1-#4)
Gravity Only Soil Bearing .......................................... 1.162 ksf
Wind Load Soil Bearing ............................................. 1.162 ksf
Seismic Load Soil Bearing .......................................... 1.162 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL
1.4DL + 1.7LL
1.4DL + 1.7LL + 1.7SL
1.05DL + 1.275LL
+ 1.275WL
0.9DL + 1.3WL
1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.OEQ
UNFACTORED LOADS:
Load Case FY, (kips)
MX, (ft -kips)
MZ, (ft -kips)
Dead Load
4.16
0.00
0.00
Live Load
5.76
0.00
0.00
Wind Load
0.00
0.00
0.00
Earthquake
0.00
0.00
0.00
Other Loads
0.00
0.00
0.00
I . -. Foot2000 v2.1.63,' Copyright @ 1999-2001 Spyder Software 3/25/2003 2:25:37 PM f� F 3
Company Info I Project Info
R. C. E. JProject: Landros Res.
3060 Thorntree Dr.; Suite 10 JLocation: 4750 Sondbird Drive
Chico, CA, 95973 1 Chico, CA 95973
Phone: (530) 894-8833 JClient:
Fax: (530) 894-8882 JJob No.: 2002.079
E-mail: cj@r-c-e.com IFooting Id: F3
FLOOR GIRDER
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, f'c ........................ 2.00 ksi
ConcreteType ...................................................... HardRock
ConcreteCover ..................................................... 3.0 in.
Steel Ultimate Strength, Fy ........................................ 40.0 ksi
Column Size ........................................................ 6.00 in. by 6.00 in.
Allowable Soil Bearing Strength .................................... 1.500 ksf
Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf
Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf
FootingWidth ...................................................... 2.50 ft.
FootingLength ..................................................... 2.50 ft.
FootingDepth ...................................................... 12.00 in.
Punching Shear Stress ............................................... 18.03 psi
BeamShear Stress .................................................. 5.04 psi
Reinforcing Standards per ........................ ASTM -A615
Longitudinal Bottom Reinforcement Required for Strength ............ .00 in2
Transverse Bottom Reinforcement Required for Strength .............. .00 in 2
Gravity Only Soil Bearing .......................................... 1.152 ksf
Wind Load Soil Bearing ............................................. 1.152 ksf
Seismic Load Soil Bearing .......................................... 1.152 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL
1.4DL + 1.7LL
1.4DL + 1.7LL + 1.7SL
1.05DL + 1.275LL
+ 1.275WL
0.9DL + 1.3WL
1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.OEQ
UNFACTORED LOADS:
Load Case FY,
(kips)
MX, (ft -kips)
MZ, (ft -kips)
Dead Load
1.93
0.00
0.00
Live Load
4.90
0.00
0.00
Wind Load
0.00
0.00
0.00
Earthquake
0.00
0.00
0.00
Other Loads
0.00
0.00
0.00
-A
d
12. 00"
-4
X
W = 2.50'
over
::::�3. 0 0
Foot2000 v2.1.63, Copyright @ 1999-2001 Spyder Software . 3/25/2003 2:25:41 PM R11 - Fq
- Company Info I Project Info
R. C. E. JProject: Landros Res.
3060 Thorntree Dr.; Suite 10 JLocation: 4750 Sondbird Drive
Chico, CA, 95973 1 Chico, CA 95973
Phone: (530) 894-8833 lClient:
Fax: (530) 894-8882 lJob No.: 2002.079
E-mail: cj@r-c-e.com IFooting Id: F4
FLOOR GIRDER 2
FOUNDATION PARAMETERS
Concrete Ultimate Compressive Strength, f1c ........................ 2.00 ksi
ConcreteType ...................................................... HardRock
ConcreteCover ..................................................... 3.0 in.
Steel Ultimate Strength, Fy ........................................ 40.0 ksi
Column Size ........................................................ 6.00 in. by 6.00 in.
Allowable Soil Bearing Strength .................................... 1.500 ksf
Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf
Seismic Load Soil Bearing.Strength, (1.33 increase) ................ 1.995 ksf
Footing Width ...................................................... 2.00 ft.
FootingLength ..................................................... 2.00 ft.
FootingDepth ...................................................... 12.00 in.
PunchingShear Stress .............................................. 11.26 psi
BeamShear Stress .................................................. .85 psi
Reinforcing Standards per .......................................... A.STM-A615
Longitudinal Bottom Reinforcement Required for Strength ............ .00 in2
Transverse Bottom Reinforcement Required for Strength .............. .00 in 2
Gravity Only Soil Bearing .......................................... 1.353 ksf
Wind Load Soil Bearing ............................................. 1.353 ksf
Seismic Load Soil Bearing .......................................... 1.353 ksf
LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED:
1.4DL
1.4DL + 1.7LL
1.4DL + 1.7LL + 1.7SL
1-05DL + 1.275LL
+ 1.275WL
0.9DL + 1.3WL
1.05DL + 1.275LL + 1.OEQ
0.9DL + 1.OEQ
UNFACTORED LOADS:
Load Case FY, (kips)
MX, (ft -kips)
MZ, (ft -kips)
Dead Load
1.46
0.00
0.00
Live Load
3.71
0.00
0.00
Wind Load
0.00
0.00
0.00
Earthquake
0.00
0.00
0.00
Other Loads
0.00
0.00
0.00
d
12. 00"
X
W = 2. 00'
over
::�T3. 0 0
Q
F. -I C I
COMPANY PROJECT
R. C. E.
3060 Thorntree Dr. Suite #10
WoodWorks Chico, CA 95973
SOFIWARE FOR WOOn "SIGN (530) 894-8833 - fax (530) 894-8882
Jan. 28, 2003 09:22:56 C1
ILOADS: ( lbs, psf, or pif ) Design Check Calculation Sheet
Load
Type
Distribution
Magnitude
Location [ft]
Pattern
Fc 471
Fg: == 2525
fc/Fc = 0.Hj
fg/Fg: = 0.16
2
Start End
Start End
Load?
1
Dead
Axial
5850 (Eccen:ricity
= 0.0 in�
2
Constr.
Axial
4065 (Eccen:ricity
= 0.0 in
MAXIMUM REACTIONS (lbs):
0.
Lumber Post, D.Fir-L, No.2,4x8"
Self Weight of 6.03 plf automatically included in loads;
Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 9.00= 9.00 [ft]; Ke x Ld: 1.00 x 9.00= 9.00 [ft]; Load combinations: ICBO-LIBC
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
I Criterion
jAnalysis value
IDesign value
lAnalysis/Design
Axial
Axial Bearing
tc = 393
fg = 393
Fc 471
Fg: == 2525
fc/Fc = 0.Hj
fg/Fg: = 0.16
ADDITIONAL DATA:
FACTORS: F CD CM
Ct CL CF Cv Cfu Cr
LC#
Fc' = 1350 1.25 1.00
1.00 1.05 (Cp = 0.266)
2
El = 1.6 million 1.00
1.00
0
Fg' = 2020 1.25
1.00
2
Axial : LC# 2 = D+C,
P = 9969 lbs
(D=dead L=live S=snow
W=wind I=impact C=construction)
(All LC's are listed in
the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
9.
l
NATIO NAL FLO OD MURAN CE PROGRAM
Expirf§t July 31, 2002.
ELEVATION CERTIFICATE
t!gortant-,,,Rea0 the instructions on pMs. I - T.
SEC710N.A- PROPERTY OWNER INFORMATION
Steve & Shelly Landeros
�S.OftdUding Apt, Unit,.'�W
Chico I= -0 '
Yx '91 9 703�
PINW. 47w- N'TA Tbx
-BUILOW: USE
RAG00p®r W6I,1Ad0on,W;z_W8tC
W ReWWW1
ential
U NAD 1927 Ll NAD 1983
map: oftr
B4.UARANDRANEL
136r, WISDEX'
DATE
B7. FIRM P ANEL
EF�CTIVFJREVISM. DATI�-
20'
A')
0600003 1
D
APRIL, 20,20001
Pril 20, 2000
A
185.2
V .1 iR
14t 1114"wiOlF YJ15 Vf n jort-) pata or oasa now.aspin enter"
X
filp. .m9rADet9rffiift6d -..'pe) -
0M y I . LjOtl�er'( 0=
f.or;thi)gF5-ift'.$Q:I-X-I.NGVD1929 LJNAVDA90 �_[.O p. w
ls'thi�'Okil!ding locajed tn:.a Oq FB�im*�r, Re.�s '13RSY.-ptva or -of -o ''p ��eoa;(Qp
Quf=. pm (Q h twiso -eqtedto
1_1 ye's :LXI No
OVUM' "N" 6�' 6 t
mp-p ovatIM6 are -.20,C ns ru'dtion'trawings. 91 Un i 07;"Wn" LF; fished Oonsvu
'!A ui struction of the buifdingi� loti�
iIdWtj6V$tIQn 'U�ft - dO - COMO
e uildn'"d* irnilart(oth.ebtfi4din ".f6r.whit'h1hi�.'ceftill,66'
0.9 jagramimo�cs.
te it being comOleted see.
geAtg: the: buildinz -prOvi&.a sWch orp6�ciomph.,!-
qrpm =ra vy P(f!
AE�.AH,.A�With:SF.E-.)...-'V.E-,Vl.V.30.�V(wtw.8.FE), AR ARIA, APjAE, APJAI-AS.b ARfAWAPIA0.
0 t tb i
,cc ae I ms -,0 i -b
t .4� . elow rd.h'g Whe 00diq diagrarri�o.wified'in [to
atUrri-J$' 'diffeWerd-frOM
.Zon:- '.Qon0ftthb4a.jq -the BFE,'Sho.Wfie4dj e.a.jure 3�'ddawm.wrvemfon
m t6 that 49d fo * r
Corh mmOU.ared of -SWioh 0 '01) .0 -do m6611`110 Wurri Vert n
UUM: 6,pto Cu Cori jo
EkpvaV County BNtklQ.77BI Doe L 'Yes- No
sjhe el0atJon* refer6n.ce peafomthi-.' I�
F RW
u"- 1-86,2
re)
Q..4).Top ONWA.Ngher flogr .
`q).'
r 1: bz%)s
DQftM 'Of I 'OVVCi�t h0th�06ta 181VUttUrcil m6eAbi4t, (Vzbnononly)
furo)
S.
__184.3
ft -k
C-13
13 6) L6 wb�f elevatond ma"Oinery, andlot equipment
Q
serVICAft' -the-bu.11dinq (Veiscribe In -a Oommeh% area.) ___L85,2
2.
CC No.C34257
ceni (�his'he'o) grade.(LAQ 183.6.._
183.8
V
c
CIVIL
to f4o. of perinanen* t ope*p$ood venW) wMin I ft. above adjacent grade. S e comme
OF
C.) 4-Totararea:of -oil per.moneniooe6i 8,-(toodvent�)inC
IrIg tke �commjW
C AL*
447
n ihk
or a lifte
7formadOn-ift-SecticosA,B;-atid.-Con.tbi.loettr fertprezents mybest.dffbtjstd0nterpeejth6da
ica
t�
_77Mark Adams NVmE9=H- RCF.342.57
-COM—PA-N-Y —M -ME N6RTHSTAR ENGINEE
20 DECLARATION DRIVE ciffCb !�' ` 6f9YYL'C;
A-l-qi, '11 If rin _.cz=:o Eno r7w,
(530) 893-1600
I I A TIM I DC'Dt Af�MC 'At I
IMPORTANT* In these spaces, copy the corresponding inf6lomition from Section A. - vx-v�d, �-- =11,7-7, MT
Chico
SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFIOA11ON (CO NTINUEP)
Copy both sides of this Elevation Certificate for (1) community offidial. (2) insurance agenticompany. zind (3) building owner -
COMMENTS
-TBM: 60 d Nal IN ZQUE POLE NORKTHWEST SIDE SONGBIRD. Elev. = 183.70 HOUSE AREA INCLUDING PORCHES = 3,840 F]7�2 GARAGE AREA
8N FT12. C3 H) 20 - 24"X 12" VENTS AROUND HOUSE AND PORCH. 4- 24"X 12" VENTS AROUND GARAGE. C3 P MINIMUM HOUSE VENTS
REQUIRED = 4,266 in -2. ACTUAL HOUSE AND PORCH VENTS PROPOSED = 5,760 in A 2. VENT AREA IN PORCH STEM WALLS SHALL IBE EQUAL OR
GREATER THAN ADJACENT HOUSE VENTS. GARAGE VENTS = 1,152 in A 2
For Zone, AO an.d Zone A (without SFE), Complete Items El, through 84. It the Elevation Gerti cate
6 is inti�nded for use as supporting
information for. a LOMA,or LOM R -F. 800tion C must be completed.
El-Buildina Magram Nurnber_ (Select the building diagram most similar to the. building for which thiSdertific-ate is being completed -
S08 pages,6 and 7. if no,diagramaccurat,-ly represents the building, proviCle;g sketch or photograpb,
E2� The top of the bottom floor (Including basement or enclosure) of the buildirig is �-1-1ft,(nA)1—L-1jn-(cm) L-laboove-or I
_I below
(Check one) the highest adjacent grade. (Use natural grade, if available.)
E3; For Building Diagrams .6-8. with openings (see page 7), thiv next higherfloor or elevated floor (eievation 6) ot-the building is
a
the highestediacent grade. -Complete Items Clh and C3,i orv6 -6rm.
.ont of
E4. For Zone AO only If no flood depth number is available'. is'tt*.-tdp of the bottom floor eleyate&in aC . wrdanoe with the commUnity.g
The property owner or owh.oes authorized representative who compi6t6s C (libms C. -3.'h and C3 -i only).'and E for Zone A
(withoLita FEMA7issuo or tommunity-issued OFF-) 6T Zone AO must sioti here. The -state�nents in Sections A. 8, C, and E
are correctfo
PROPERTY OWNER'$ OROWNEWSAUTHOk= REMENTATIV-EUMME
ZDRESIS Wy- -STWE'
DATE
COMMENTS*
The local official who is authorized by law -or ordinance-fo
administer the communiti/.s flo6dplain-manegorrkont ordinance can complete
Sections A, P, C (or t),-and.G-of this Elevation Certificate. Co Plete the-aPplicable ite
m m(s)-and sign below,
G1. LIThe information in Section C was taken from otherdocumontation that hao-Wen..sign9d and
embos�ed by.a licensied surveyor,
engineer, or archftrA who is authorized by state or local law to certify elevation information, (indicate the -source.and date of the
elevation. data in the Comnients area below.)
62. 1--'J-A.�om;l�nky official i�ornplttdd Scotion E for a bUildLng looated In Zond A (Withoul a FOAA-iazued or cvry�i"Unit�-isa
I 1� U&d 4FE) oe
ne A0.
1G3..1-,.1,Tlie f6flowing Information (Items G4-Gg) is provided for Community floodplainmanagemeni purposes.
G7. This Oermit has b66n Lssued for I - I New Construction L-1 Substantial Improvemeni
G5. 6�v;don of as -built lowest floor (including basernefit) of the building is-,
. I —� - _ k(m)Datum:
G9. AFE of (in Zone AO) depth of flooding at the buildingsifte is:
I --- - — ft.(m) Datum:
i,6508FFICIAUS NAME . TITLE
cOMMUNITY NAME TELEPHONE
SIONATURE DATE
Check here if attachments
Pf-I A A �-- ENA 4 il 11
NATIONAL - FLO . OD - INURAN - CE PROGRAM 1-iU,.?VVr-VU1f
ELEVATION CERTIFICATE t E I xpit6s July 11, 2012 J
mporlant; Read the instructions on pages. 1. - T.
SECTIOINi A - PROPERTY OWNER.INFOqMATION
17071 Z�ZOTT
"""Steve and Shelly Landeros ; 1-1
RE
GUILDING:STREETAWRESS (lAdu7&ih§ Apt, UhiL Sub..Ancl/or Bfdg. No,) OR P.O. ROUTE ANO. E�OX NO. I�C4)ffi
4750 Son2bird
%lijur-
Chico W- 'IF5973
_Pjrf�r QJSC5%FPT1ON orld �bi* Numbam. TAX Pamai Nurnl*r, Lepk biic�npb.om. ee)
0 7-5.10-01
13UILDIN G-� GO g Residen Addiion,, ��ssory, etc, Me a ai;ments� M., a necessvry�)
Res'ii'Atltial- Poo ouse
- #9 -#�W- or
i. INAD 1�i7 U RAb 190
USGS.-Quad map.. 1_1 Other
SECTION B - FLOOD INSURANCt RATE MAP IFIRW INFORMATiON.
CA
84. 1W AW PAWNEL
66. FIRM I DEX
87. FIRM P -MEL
:
FL 00
I- C
89. __ EFLOOV:EOFVATION�5)
NUMBER
DATE
=
EFFECTIVEIREVISED DATE
I
N
NEP
'Z8
(Zoft.�O., use depth floodin-9)
06007CO3 I 0__
APRIL 20,2000
A.PRIL20,2000
A
191.2
01U. 1noicate ins Source ot Me 5,9se .11000,hievation (13FE) clata or base flood de,01h entero in B9.
. L -I FIS Profile 1-1 FIRM I.I.Community Determi e4 USA Corps of Engi rs
n �& Otber (Detajoe): _. qe!�__
Bll.lmdi�ati�t,�eelevg'Lion-datvretuse�dfor-theSFE.inBg,:I-2�INGVDi929 I_INAV01988 1_1 Other (Describe);
512. Is the building lorated in a Coastal Barrier ResourcesSyttern (!CBRS) area or Othorwiso Ptote ArWOPA)? L lYss
LXI No
Des.innatioh Date:
SrECTION C - BUILDING ELEVATION INFORMATION'(SURVEY REQUIRED)
Cl.- IBUildihg dt0vation6 are bwd cih:
Ocinstr'uction*
% new Elevation. Certificate will he required when construction of the building is complete,
.C2,18vii0ing Djgigram Nurriber 8
— ($elect the building diagram most similar to the building f6r which this cettitbate. is being completed � see
pages 6 and 7., If tfo� diag.ram-accurately rpprgsentg the building, prtivids�4 sketch or photogreph.).
C3, Elevations - Zon6s.Al-A-30, AE-,. AH, A (With: SPE), VE, V1 430, V (with BFE), AR, ARA AR/AEw APikl-A3.b, ARAH:AWAO
Zbmplete l.tems 03.a-ibeloVaccording Offis building diagram �p.ercified in Itom C2. $late the diMum used. If the,daturn.is differerA from
the datum Used for- the 8FE in Section R, o0drt the datum to that wsed far the 8FE_'$fioW fiefd%rneas'urementsarid. datum conversion
space provi ed n
,calculatfon. Usp-the, . 'd 6vthe Cornments area of SWio' 0 orSedion �3., as appropriate, to,docum6ni the datum oonvergion,
Uum Cowers&VCQmments
Elevavd4,rlefei�Olice'morktisOO7 g ty BM#,LQ.77B I elevation r f r6n.4 m rk us�<lappear.on the.Pi X_ iN6
_9Mp- _ _ Does thd ee c a R
Top Of bottom fl r.(iric)p�oing t 186, 2
. Ab . >a%ament or endoeure) ft.(m)
0 b Top of�next hi her floor .
N/& ft.( -
i __ m)
0 r.) 0900M Of !QWC*t hbrizoedal ettUtrtUral mbe,%b,6r (V -z�onp= anIV) fttrn) S"
.0 d)�Attaehed garage (top of slaby -7ft.'' �_-'
I (m)
0 p) Loyv6st elevat'on ol"machinery andlor equipment
185, 2 ft
servicing the building (De%ribe in a Comments area.)
M,
E
-0 0, Lowest.,80jaceni (fiftlshe'd) grade. (LAG) 183... _ft.(m) 14
Q 9) Highest adjacent (fin( 9
shed) grade .(HAG) 183. 7
Q h) No'.'of permanent openin.p'(flood vents) within I ft. above adjacent grade.4 Vl%.
0 i) Total-,�irea of all permanent o0erfings (flood vents) in CV;S�e �omm"t
In. (sq.cm).
SEC11ON 0 - SURVEYOR, ENGINEER, OR ARCHITF. & CIERTIFICA710N
Nq certification Is to bLa signed andsealed. by a..Iand surveyor. engineer, or architect aiifti led b
ri y lZiW to Certify.elevation inforrnat�ion.
I cettlythat the inthrmation in Secticas A, B.- and. C on thhTce,&FIcate represents my besteflbrts t6, intetp?et the daU; ays4ble.
or imprisonment Unoet 18 0.$. Cdft.�q. �ttion 100 1.
0. LOWE L1k;hM5tNUMH1:R- RCF.59077
TfTLE___ COMPANY NAMENORTHSTAR ENGINTEMIS
from SeCtIon A.
OR
Chico CA 9527�
SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTWICATION (CONTINUED)
C�ppybdthsido..sofb�isF-IevationC�- ificate for (I.)-commu hit -eage V
y offii6JAI. (2):insurtric R company. and (3) bdildirig owner.
fT9W-'60 d NAIL IN LIGHT POLE NORTH OF HOUSE # 4730. Elev. = 183 ; .70. Pool House area 600 ft^2 C31) Minimum vents
required = 667 in^2. Actual vent area proposed = 11152 in^2.
L-! Check her6 if aftachments
SECTION- E - BIOLDIKU ELEVATIONINFORMATION (SURVEY NOT REQUIRED) r-oR ZONE AQ AMD ZONE A fWlTtiOUT SFE11
For Zone AO and Zone A (WithoUt BFE), tom . plete Items El. through E4 If the ElevatiqnCeoficate is intended for vse as. tupporti rig
info"ation for a L -OMA --or COMR-F. Section C must be pprripletedl.
t-1. Building Diagram Number �Select the building diagram most Similar to th!v building forwhith this Wtificate is beirij cornplettd -
,see pages:6 and 7. If no diagram accurately repm-sents. the Wilding, provi4e a sXe orph ' rap
tch h.)
E2, The top of the bottom floorCincluding basement or enclosure) o
f the building -is "1_1_1 ft.(m) I_L_Ijn4i�m). 1-1 abovew, 1-1 below
(check one) the hi0hest adjacent araIde. (Use natur.al�grade, If available,)
ESJFor 8b , ilding biagrams �" with openings h
(See page 1), the� next higher floor or levated floor -(eleyalion b) -of t e bu ding. is
j_.j_j(n.(cm).above the hioest adjacent grade. Complete Items Q3.b:and C3.ionfront of form.
-E4. 00'rZone AO only. If no flood depth number is avail - able, is� the:Wp of The bottom. floor elevated 1 n a=rdance Wkh the communoity's
flobdolain ffiana4ement 6rdjh�n6el- 1-1 Yes J --- j No 1-1. Unknown. The local off I dial must cer - t1fv this in6rmation in Section G' -
SECTION F - PRO
. PERTY OWNER (OR OWNER'S REPRESENTATIV. E) CERTIFICATION
The proorty owper or ownev's euthoriied ropre�sentzitive who-ocimplete�.:$4&iions A.� BC (ftems C&h-and C 3:1 onl�.), �and IE for Zone A
(without a FEMA-jssIuW or cdmrn�nity4nued is FE) �or Zone A0 mu�t sigri. here. 77jestat6��ents'fh,Seclions A, 13, C, and 15 are correct to
the best of mt knor�joAdd.
—xo-FERTYOWNER'SOR-OWNER.S.AUT14ORIZED REPRESIENTATIVES. NAME
ADDRE,5P STATE ZIP CODE—
OATTE TELEPHONE--'
.1-1 Cheickhere if 'aittaichments
SECTION G.- COMMUNITY IINFORMATION:(OPM MAL)
The local official who is authorized bylaw -or ordinance -to administer th.e:cibMrnuniysj1oodp.lain mane 4�ryyeht ordinance c.ari complete
Sections A, 8, C (or E), andG of this Elevation..Certificate. C omolete. .1he,opplicable itom(s) and sign below.
0:1. IA-Sthe-infor . mation in Section C was.taken from other documentation that ha$ 6e.enPilned. Od fam6osted by -a llcensi�d surveyor,
e Qq ct who is authorized by state*or logal law terfify ell aboniriformation, (indicate the source -arid -date ofihe.
A4Z;o� In , iA��-comments area below.)
poT
�.nvr) 0,ffirmT,=mpI=ft0 isrutiumE kr a building localed irtZond A (without'at FF:MA-*iZ-.:fuvd Or 0;r
AIA -a
(1lems.G4-G9.) is provided for community floodpialn management purposes,
'NT DATr 0FWMK
ISSUED
P4*rlt figs b6&�Lmed for st
Now Con, r"t Substantial Improvement
dli,i�va k n of op�Uilt lowO.st floor (incl
. 9 14-4-7 * , . Liding basementj 6f the building is'� _ft..(m) Datum:
Gq-%kbq�r fin1ohe AOj�,,� of flooding at the building site:is:
,,�, �W, _ ., -. \ , � - __ ft -(m) Datum,
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
1-1 Check here if -attachments
64_� .5D - / ar�
Job
Mark
Engineering,
Inc./online Plus'
Quan Type
Span
P1 -H1 Left OH Right OH
Engineering
02-080174
R5
RUN DATE: 5- 7-04
6 TR
290000
7 0 2- 0- 0
02030174 LANDEROS TL
A -F
0.52 1503 C 1212
-3120
CSI SIZE LUMBER
FB
F -B
0.52 1327 C 3120
-1763
TOP 0.52 2X 4 DFL-#lB
5x6=
B -G
0.52 1326 C 1762
HO 4-4
BTM 0.66 2X 4 DFL-#lB
1800
G -C
B
HD 4-4
WBS 0.26 2X 4 DFL-#lB
1800
BOTTOM CHORDS
EXCEPTIONS:
NO REPAIR NEEDED TO ADD A 2x6 SCAB FOR HVAC
A-E
0.66 1307 T 24
-1572
F -E 2X 4 DFL -STAN
575
E -K
PLATFORM USING (3) 16d NAILS AT EACH END
-574
D -G SAME AS F -E
K -Sl
0.30 863 T 574
42
MAXIMUM LOAD 150#
Sl -J
0.30 863 T -42
7F�
LATERAL BRACING:
J -D
0.62 863 T 535
-1574
TOP CHORD - CONTINUOUS
3x5\\
D -C
0.66 1307 T 1574
3x5l/
BTM CHORD - CONTINUOUS
F
TRUSS SPACING - 24.0 IN.
G
B-9-12
= 361 C E -H =
561 T
H -B
= 561 T B -I =
561 T
50c6=
I -D
- 561 T D -G =
361 C
5x6=
A
H
I C
3:� 0
A-1 _L
0
m
W: 308
:25
:25
$: W: 308
R: 1011
S1
D R: 1127
3xlO=
3x5 --
SLI
2-3-131
TC
7-5
:A-14
14-6-0
21-6-3 1 29-0-0 12-0-0
EICI
<1
-29-0-0
1 ;e9 -v -u I
lJ
Aix PLA3ES AFE ECMINS20
Scale: 0.206" = 1'
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 7.0
BTM CHD 0.0 7.0
TOTAL 20.0 14.0 34.0
CONCENTRATED LOADS (LBS)
* 0 (LIVE)
* 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LEE IN -SX LES IN -SX
A 1011 3- 8 C 1127 3- 8
LOAD CASE #1 UBC LL CHECK
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 0.0 7.0
BTM CHI) 10.0 7.0
TOTAL 10.0 14.0 24.0
CONCENTRATED LOADS (LBS)
1 0 (LIVE)
1 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LES IN -SX LES IN -SX
A 721 3- 8 C 757 3- 8
LEFT RIGHT
HEEL OIN - 3SX OIN - 3SX
DL+LL DEFL . 0.25- IN A-E
LL DEFL - 0.14- < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO UBC
(ICBO) APPROVAL #4994
NAIL VALUE FOR GREEN D.P.L.
PLATES - 20 GAUGE ROBBINS
GRIPPING 447-185 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 5.00 X 6.00 4.4 3.5
B 3010 5.00 X 6.00 CTR 2.3
C 2001 5.00 X 6.00 4.4 3.5
D 1010 3.00 X 5.00 CTR CTR
E 1010 3.00 X 5.00 CTR CTR
F 1001 3.00 X 5.00 CTR CTR
G 1001 3.00 X 5.00 CTR CTR
H
I
i
K
S1 1100 3.00 X10.00 CTR 0.2
Robbins Engineering, Inc./Online Plus- Q 199&2004 Version 16.0.011 Engineering - Portrait 5/7/04 7:41:37 AM Page 1
TRUSS WEIGHT: 198.5 LES
NOTES:
1. TRUSSES MANUFACTURED BY -
SYSTEMS PLUS ANDERSON,CA.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. E14PIRICAL ANALOG IS USED.
4. DESIGN INCLUDES CHECK FOR
10 PSF NON -CONCURRENT
LIVE LOAD ON BOTTOM CHORDt
FABRICATOR NOTES:
1. ENGINEERING IS VOID UNLESS
TRUSS IS FABRICATED BY:
SYSTEMS PLUS LUMBER CO.
m
C-3
C
May 10, 2004
;q,QF E S / 0,_,"q
gr NO -CIT
Exp. Joe 30, 2006
clvl\�
F CA\-
Robbins
Engineering,
Inc./online Plus'
APPROX
Online Plus -- Version 16.0.011
MEMBR
CSI P(LBS) M@1ST
m@2ND
RUN DATE: 5- 7-04
TOP CHORDS
A -F
0.52 1503 C 1212
-3120
CSI SIZE LUMBER
FB
F -B
0.52 1327 C 3120
-1763
TOP 0.52 2X 4 DFL-#lB
1800
B -G
0.52 1326 C 1762
-3120
BTM 0.66 2X 4 DFL-#lB
1800
G -C
0.52 1503 C 3120
-1213
WBS 0.26 2X 4 DFL-#lB
1800
BOTTOM CHORDS
EXCEPTIONS:
A-E
0.66 1307 T 24
-1572
F -E 2X 4 DFL -STAN
575
E -K
0.62 863 T 1572
-574
D -G SAME AS F -E
K -Sl
0.30 863 T 574
42
Sl -J
0.30 863 T -42
-535
LATERAL BRACING:
J -D
0.62 863 T 535
-1574
TOP CHORD - CONTINUOUS
D -C
0.66 1307 T 1574
-23
BTM CHORD - CONTINUOUS
WEBS
TRUSS SPACING - 24.0 IN.
F -E
= 361 C E -H =
561 T
H -B
= 561 T B -I =
561 T
STANDARD LOADING
I -D
- 561 T D -G =
361 C
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 7.0
BTM CHD 0.0 7.0
TOTAL 20.0 14.0 34.0
CONCENTRATED LOADS (LBS)
* 0 (LIVE)
* 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LEE IN -SX LES IN -SX
A 1011 3- 8 C 1127 3- 8
LOAD CASE #1 UBC LL CHECK
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 0.0 7.0
BTM CHI) 10.0 7.0
TOTAL 10.0 14.0 24.0
CONCENTRATED LOADS (LBS)
1 0 (LIVE)
1 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LES IN -SX LES IN -SX
A 721 3- 8 C 757 3- 8
LEFT RIGHT
HEEL OIN - 3SX OIN - 3SX
DL+LL DEFL . 0.25- IN A-E
LL DEFL - 0.14- < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO UBC
(ICBO) APPROVAL #4994
NAIL VALUE FOR GREEN D.P.L.
PLATES - 20 GAUGE ROBBINS
GRIPPING 447-185 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 5.00 X 6.00 4.4 3.5
B 3010 5.00 X 6.00 CTR 2.3
C 2001 5.00 X 6.00 4.4 3.5
D 1010 3.00 X 5.00 CTR CTR
E 1010 3.00 X 5.00 CTR CTR
F 1001 3.00 X 5.00 CTR CTR
G 1001 3.00 X 5.00 CTR CTR
H
I
i
K
S1 1100 3.00 X10.00 CTR 0.2
Robbins Engineering, Inc./Online Plus- Q 199&2004 Version 16.0.011 Engineering - Portrait 5/7/04 7:41:37 AM Page 1
TRUSS WEIGHT: 198.5 LES
NOTES:
1. TRUSSES MANUFACTURED BY -
SYSTEMS PLUS ANDERSON,CA.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. E14PIRICAL ANALOG IS USED.
4. DESIGN INCLUDES CHECK FOR
10 PSF NON -CONCURRENT
LIVE LOAD ON BOTTOM CHORDt
FABRICATOR NOTES:
1. ENGINEERING IS VOID UNLESS
TRUSS IS FABRICATED BY:
SYSTEMS PLUS LUMBER CO.
m
C-3
C
May 10, 2004
;q,QF E S / 0,_,"q
gr NO -CIT
Exp. Joe 30, 2006
clvl\�
F CA\-
;;o Job
Mark
Quan Type
Span
P1 -H1 Left OH Right OH
Emighteering
02080174
R6
1 TR
271008
7 0 3-1-19
02080174 LANDEROS
TL
5x6=
HD 4-4
B
HO 4-4
NO REPAIR NEEDED TO ADD A 2x6 SCAB FOR HVAC
PLATFORM USING (3) 16d NAILS AT EACH END
MAXIMUM LOAD 150#
7F-
3x5�\
5x&,
F
G
8-9-12
A 3x5ii
5x6=
A
:0
L 5x �-
W: 308
:25 W: 415
R: 977
D R:1150
3xlO=
5x6=
SLI
3-7-7
TC 7- 9Z9
R-9-14
14-6-0
21-6-3 1 27-10-8 3-1-8
BCI
19jz-2
27-10-8
1
ALL PIATES
AFM ECM3NS20
Scale: 0.206" = 1'
Robbins Engineering, Inc./Online Plus'
Online Plus -- Version 16.0.011 LEFT
RUN DATE: 5- 7-04 HEEL OIN - 3SX
CS1 SIZE LUMBER FB
TOP 0.52 2X 4 DFL-#lB 1800
BTM 0.66 2X 4 DFL -#1B 1800
WBS 0.84 2X 4 DFL -STAN 575
EXCEPTIONS:
E -B 2X 4 DFL -#1B 1800
B -D G-1 SAME AS E -B
LATERAL BRACING:
TOP CHORD - CONTINUOUS
BTM CHORD - CONTINUOUS
ONE BRACE - G -I
TRUSS SPACING - 24.0 IN
STANDARD LOADING
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 7.0
BTM CHD 0.0 ' 7.0
TOTAL 20.0 14.0 34.0
CONCENTRATED LOADS (LBS)
K 0 (LIVE)
K 25 (DEAD)
L 0 (LIVE)
L 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN7SX LEIS IN -SX
A 977 3- 8 1 1150 4-15
LOAD CASE #1 UBC LL CHECK
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 0.0 7.0
BTM CHD 10.0 7.0
TOTAL 10.0 14.0 24.0
CONCENTRATED LOADS (LBS)
K 0 (LIVE)
K 25 (DEAD)
L 0 (LIVE)
L 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN -SX LBS IN -SX
A 696 3- 8 1 747 4-15
APPROX. TRUSS WEIGHT: 213.1 LBS
RIGHT
ME24BR CSI P(LBS) M@1ST M@2ND
TOP CHORDS.
A -F 0.52 1437 C 1187 -3114
F -B 0.52 1261 C 3114 -1842
B -G 0.50 1192 C 1704 -3013
G -J 0.49 21 T 3013 0
BOTTOM CHORDS
A-E 0.66 1251 T -31 -1639
E -L 0.62 806 T 1639 -510
L -S1 0.27 806 T 510 53
SI -K 0.29 806 T -53 -395
K -D 0.62 806 T 395 -1427
D -I 0.65 1140 T 1427 0
WEBS
F -E = 360 C E -B = 564 T
B -D = 442 T D-0 = 251 C
G -I = 1387 C I -J = 314 C
DL+LL DEFL = 0.25- IN A-E
LL DEPL = 0.14" < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 999
PLATING CONFORMS TO UBC
(ICBO) APPROVAL #4994
NAIL VALUE FOR GREEN D.F.L.
PLATES - 20 GAUGE ROBBINS
GRIPPING 447-185 PSI PER PAIR
INCLUDES 15.0% INCREASE
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y
A 2001 5.00 X 6.00 4.4 3.5
B 3010 5.00 X 6.00 CTR 2.3
D 1010 5.00 X 6.00 CTR CTR
E 1010 5.00 X 6.00 CTR CTR
F 1001 3.00 X 5.00 CTR CTR
0 1012 5.00 X 6.00 CTR CTR
1 4593 5.00 X 6.00 3.0 2.5
J 4100 3.00 X 5.00 CTR CTR
K
L
S1 1100 3.00 X10.00 CTR 0.2
Robbins Engineering, Inc./Online Plus- @ 1996-2004 Version 16.0.011 Engineering - Portrait 517/04 7:41:38 AM Page 1
NOTES:
1. TRUSSES MANUFACTURED BY -
SYSTEMS PLUS ANDERSON,CA.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4. DESIGN INCLUDES CHECK FOR
10 PSF NON -CONCURRENT
LIVE LOAD ON BOTTOM CHORD.
5. MAX RIGHT OVERHANG. 36 IN.
PROVIDE SUPPORT OR LEVEL
RETURN.
FABRICATOR NOTES:
1. ENGINEERING IS VOID UNLESS
TRUSS IS FABRICATED BY:
SYSTEMS PLUS LUMBER CO.
L
APPpC)Vjzr_
May 10, 2004
V�kOFES/OA
�6
Cr
P 0. C'
Ex Joe 30, 2006
CIVI\_
C A \�,_
�o Job
Robbins
Mark
Inc./Online PlUB'
APPROX
Quan Type Span
P1 -H1 Left OH Right OH
Engineering
02080174
P(LBS) M@1ST
R7
RUN DATE: .5- 7-04
1 TR 260000
7 0 5- 0- 0
02080174 LANDEROS
TL
A -F
0.51
1311 C
1138
-3074
CSI SIZE LUMBER
FB
SX6=
0.51
1135 C
HD 4-4
-2086
TOP 0.51 2X 4 DFL-#lB
B
HO 4-4
0.39
926 C
1670
-2386
BTM 0.68 2X 4 DFL-#lB
NO REPAIR NEEDED TO ADD A 2x6 SCAB FOR HVAC
G -H
0.39
23 T
2386
0
PLATFORM USING (3) 16d NAILS AT EACH END
575
BOTTOM CHORDS
EXCEPTIONS:
MAXIMUM LOAD 150#
A-E
0.68
1142 T
7[_
-1744
E -B 2x 4 DFL-#lB
1800
E -K
0.64
3x5�\
1744
5x&,
B -D SAME AS E -B
K -Sl
F
697 T
G
8-9-12
S1 -J
0.32
697 T
-54
-131
LATERAL BRACING:
J -D
3x5l I
697 T
131
-1171
TOP CHORD - CONTINUOUS
H
0.51
5x6=
1171
0
BTM CHORD - CONTINUOUS
A
WEBS
TRUSS SPACING - 24.0 IN.
m
F -E
- 357
0
2�'�
0
m 5xr3=
W:308
:25
:25 W:308
R: 911
=
111 T
Sl
I) R: 1197
G -I
- 1138
C I -H
3xl0t=
5x6=
SLI
5-9-7
TC 7-5=a?g
14-6-0
21-6-3 1,6 6-0-0 5-0-0
BC
L
-14
26-0-0
AIX PIATES AFIE FCMINS20
Scale: 0.206" 1'
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 7.0
BTM CHD 0.0 7.0
TOTAL 20.0 14.0 34.0
CONCENTRATED LOADS (LBS)
1 0 (LIVE)
* 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN -SX LBS IN -SX
A 911 3- 8 1 1197 3- 8
LOAD CASE #1 UBC LL CHECK
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 0.0 7.0
BTM CHD 10.0 7.0
TOTAL 10.0 14.0 24.0
CONCENTRATED LOADS (LBS)
1 0 (LIVE)
i . 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN -SX LBS IN -SX
A 649 3- 8 1 738 3- 8
LEFT RIGHT
HEEL OIN - 3SX
TRUSS WEIGHT: 212.5 LBS
NOTES:
1. TRUSSES MANUFACTURED BY -
SYSTEMS PLUS ANDERSON,CA.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4. DESIGN INCLUDES CHECK FOR
10 PSF NON -CONCURRENT
LIVE LOAD ON BOTTOM CHORD.
5. MAX RIGHT OVERHANG- 36 IN.
PROVIDE SUPPORT OR LEVEL
RETURN.
FABRICATOR NOTES:
1. ENGINEERING IS VOID UNLESS
TRUSS IS FABRICATED BY:
SYSTEMS PLUS LUMBER CO.
DL+LL DEFL - 0.24- IN A-E
LL DEFL - 0.13" < BRG-SPAN/240
SPAN/DEFL (DL+LL) - 999
PLATING CONFORMS TO UBC
(ICBO) APPROVAL #4994
NAIL VALUE FOR GREEN D.F.L.
PLATES - 20 GAUGE ROBBINS
GRIPPING 447-185 PSI PER PAIR
INCLUDES 15.0% INCREASE j
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y-ioILDN"
A 2001 5.00 X 6.00 4.4 3.5
B 3010 5.00 X 6.00 CTR 2.3
D 1010 5.00 X 6.00 CTR CTR
E 1010 5.00 X 6.00 CTR CTR P P OV
F 1001 3.00 X 5.00 CTR CTR
G 1030 5.00 X 6.00 CTR CTR
H 4100 3.00 X 5.00 CTR CTR
1 4593 5.00 X 6.00 3.0 2.5
J May 10, 2004
K
Sl 1100 3.00 X10.00 CTR 0.2
Robbins Englneedng, Inc./Online Plus- 0 1996-2004 Version 16.0.011 Engineering - Portrait 517/04 7:41:39 AM Page I
OP-
V\kOFES/ -,'N
04,
,I- N '1'0 rr
C'� E p 0. C "i
x . June 30, 2006 j
CIVO_
$'Z�'
CA11-
Robbins
Engineering,
Inc./Online PlUB'
APPROX
Online Flue -- Version 16.0.011
MEMEIR
CSI
P(LBS) M@1ST
M@2ND
RUN DATE: .5- 7-04
TOP CHORDS
A -F
0.51
1311 C
1138
-3074
CSI SIZE LUMBER
FB
F -B
0.51
1135 C
3074
-2086
TOP 0.51 2X 4 DFL-#lB
1800
B -G
0.39
926 C
1670
-2386
BTM 0.68 2X 4 DFL-#lB
1800
G -H
0.39
23 T
2386
0
WBS 0.87 2X 4 DFL -STAN
575
BOTTOM CHORDS
EXCEPTIONS:
A-E
0.68
1142 T
-139
-1744
E -B 2x 4 DFL-#lB
1800
E -K
0.64
697 T
1744
-498
B -D SAME AS E -B
K -Sl
0.25
697 T
498
54
S1 -J
0.32
697 T
-54
-131
LATERAL BRACING:
J -D
0.50
697 T
131
-1171
TOP CHORD - CONTINUOUS
D -I
0.51
812 T
1171
0
BTM CHORD - CONTINUOUS
WEBS
TRUSS SPACING - 24.0 IN.
F -E
- 357
C E -B
=
567 T
B -D
= 263
T D -G
=
111 T
STANDARD LOADING
G -I
- 1138
C I -H
.
367 c
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 20.0 7.0
BTM CHD 0.0 7.0
TOTAL 20.0 14.0 34.0
CONCENTRATED LOADS (LBS)
1 0 (LIVE)
* 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN -SX LBS IN -SX
A 911 3- 8 1 1197 3- 8
LOAD CASE #1 UBC LL CHECK
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
LOADING LIVE DEAD (PSF)
TOP CHD 0.0 7.0
BTM CHD 10.0 7.0
TOTAL 10.0 14.0 24.0
CONCENTRATED LOADS (LBS)
1 0 (LIVE)
i . 25 (DEAD)
* 0 (LIVE)
* 25 (DEAD)
SUPPORT CRITERIA
JT REACT WIDTH JT REACT WIDTH
LBS IN -SX LBS IN -SX
A 649 3- 8 1 738 3- 8
LEFT RIGHT
HEEL OIN - 3SX
TRUSS WEIGHT: 212.5 LBS
NOTES:
1. TRUSSES MANUFACTURED BY -
SYSTEMS PLUS ANDERSON,CA.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4. DESIGN INCLUDES CHECK FOR
10 PSF NON -CONCURRENT
LIVE LOAD ON BOTTOM CHORD.
5. MAX RIGHT OVERHANG- 36 IN.
PROVIDE SUPPORT OR LEVEL
RETURN.
FABRICATOR NOTES:
1. ENGINEERING IS VOID UNLESS
TRUSS IS FABRICATED BY:
SYSTEMS PLUS LUMBER CO.
DL+LL DEFL - 0.24- IN A-E
LL DEFL - 0.13" < BRG-SPAN/240
SPAN/DEFL (DL+LL) - 999
PLATING CONFORMS TO UBC
(ICBO) APPROVAL #4994
NAIL VALUE FOR GREEN D.F.L.
PLATES - 20 GAUGE ROBBINS
GRIPPING 447-185 PSI PER PAIR
INCLUDES 15.0% INCREASE j
TENSION 1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR
JT TYPE PLATE SIZE X Y-ioILDN"
A 2001 5.00 X 6.00 4.4 3.5
B 3010 5.00 X 6.00 CTR 2.3
D 1010 5.00 X 6.00 CTR CTR
E 1010 5.00 X 6.00 CTR CTR P P OV
F 1001 3.00 X 5.00 CTR CTR
G 1030 5.00 X 6.00 CTR CTR
H 4100 3.00 X 5.00 CTR CTR
1 4593 5.00 X 6.00 3.0 2.5
J May 10, 2004
K
Sl 1100 3.00 X10.00 CTR 0.2
Robbins Englneedng, Inc./Online Plus- 0 1996-2004 Version 16.0.011 Engineering - Portrait 517/04 7:41:39 AM Page I
OP-
V\kOFES/ -,'N
04,
,I- N '1'0 rr
C'� E p 0. C "i
x . June 30, 2006 j
CIVO_
$'Z�'
CA11-
4
Job
Engineering,
Mark
APPROX
Quan
Type Span
P1 -H1 Lef t OH Right OH
Engineering
02080174
LL DEFL
R15
1 0 (LIVE)
2
TR 320900
7 2- 0- 0 2- 0- 0
I
02080174 LANDEROS
TL
-
F -S3
0.28 1543 C
1617
350
TOP 0.29 2X 4 DFL-#lB 1800
S3 -G
5x6-_
-350
-1412
HO 4-4
G -B
0.25 1523 C
B
NO REPAIR NEEDED TO ADD A 2x6 SCAR F401k HVAC
WBS 0.42 2X 4 DFL -STAN 575
B-H
0.25 1523 C
1157
-1413
PLATFORM USING (3) 16d NAILS AT EACH END
H -S2
0.24 1470 C
1413
3x5ii
E -B 2X 4 DFL-#lB 1800
AXIMIJ,%I�OAD 150#
0.28 1543 C
-350
-1616
3x1011 G
7r S3
I -C
H 3xo,_
S2
1616
-705
LOADING LIVE DEAD (PSF)
A 2001
BOTTOM CHORDS
3.5
9-10-14
A-E
0.80 1563 T
3x5,-
-1721
3x5l,
E -K
0.75 961 T
1721
F
BTM CHORD - CONTINUOUS
K -Sl
0.55 961 T
Sx6--
689
V
S1_j
6__
-689
A
1 25 (DEAD)
J -D
0.75 961 T
1002
-1729
STANDARD LOADING
E
L -I
S,
0
L:O
W:308
LUMBER STRESS INCREASE: 15.0%
6xll$
3xlO--
:25
:25 w:308
R:1255
PLATE STRESS INCREASE: 15.0%
F -E
- 297 C E -G
R:1255
285 C
LOADING LIVE DEAD (PSF)
E -B
- 718 T B -D
D
718 T
TOP CHD 20.0 7.0
K
= 285 C D -I
6x8=
SL 12i?
3.00 X10.00 CTR
0.2
LEFT RIGHT
12-3-1:�
TC 5-9-4
01
11-0-14
16-4-8
21-8-2 1 26-11-12 32-9-0 12-OLO�
BC1
L32-9-0
L.L-UL14
Robbins Engineering, Inc./Online Plus- 19913�2004 Version 16.0.011 Engineering
_�_z
21-
-
ALL PIA.TES ARE RC13BINS20
Scale 0. 184" = V
Robbins
Engineering,
Inc./Online Plus'
APPROX
Online Plus -- Version 16.0.011
MEMBR
CSI P(LBS) M@1ST
M02ND
RUN DATE: 5- 7-04
LL DEFL
TOP CHORDS
1 0 (LIVE)
SPAN/DEFL
(DL+LL) = 999
A -F
0.29 1802 C
703
-1617
CSI SIZE LUMBER FB
F -S3
0.28 1543 C
1617
350
TOP 0.29 2X 4 DFL-#lB 1800
S3 -G
0.24 1471 C
-350
-1412
BTM 0.80 2X 4 DFL -#1B 1800
G -B
0.25 1523 C
1412
-1158
WBS 0.42 2X 4 DFL -STAN 575
B-H
0.25 1523 C
1157
-1413
EXCEPTIONS:
H -S2
0.24 1470 C
1413
350
E -B 2X 4 DFL-#lB 1800
S2 -I
0.28 1543 C
-350
-1616
B -D SAME AS E -B
I -C
0.29 1802 C
1616
-705
LOADING LIVE DEAD (PSF)
A 2001
BOTTOM CHORDS
3.5
LATERAL BRACING:
A-E
0.80 1563 T
982
-1721
TOP CHORD - CONTINUOUS
E -K
0.75 961 T
1721
-1101
BTM CHORD - CONTINUOUS
K -Sl
0.55 961 T
1100
689
TRUSS SPACING - 24.0 IN.
S1_j
0.51 961 T
-689
-1002
1 25 (DEAD)
J -D
0.75 961 T
1002
-1729
STANDARD LOADING
D -C
0.80 1562 T
1729
-980
LUMBER STRESS INCREASE: 15.0%
CTR
WEBS
i
PLATE STRESS INCREASE: 15.0%
F -E
- 297 C E -G
=
285 C
LOADING LIVE DEAD (PSF)
E -B
- 718 T B -D
=
718 T
TOP CHD 20.0 7.0
D -H
= 285 C D -I
=
297 C
BTM CHD 0.0 7.0
TOTAL 20.0 14.0 34.0
DL+LL DEFL
= 0.36- IN A-E
CONCENTRATED LOADS (LBS)
LL DEFL
= 0.21- < BRG-SPAN/240
1 0 (LIVE)
SPAN/DEFL
(DL+LL) = 999
1 25 (DEAD)
* 0 (LIVE)
PLATING
CONFORMS TO UBC
* 25 (DEAD)
(ICBO) APPROVAL #4994
SUPPORT CRITERIA
NAIL VALUE FOR GREEN D.F.L.
JT REACT WIDTH JT REACT WIDTH
PLATES -
20 GAUGE ROBBINS
LEIS IN -SX LBS IN -SX
GRIPPING
447-185 PSI PER PAIR
A 1255 3- 8 C 1255 3- 8
INCLUDES 15.0% INCREASE
TENSION
1339- 465 PLI PER
PAIR
LOAD CASE #1 UBC LL CHECK
SHEAR
784- 506 PLI PER
PAIR
LUMBER STRESS INCREASE: 15.0%
PLATE STRESS INCREASE: 15.0%
JT TYPE
PLATE SIZE X
Y
LOADING LIVE DEAD (PSF)
A 2001
5.00 X 6.00 4.4
3.5
TOP CHD 0.0 7.0
B 3010
5.00 X 6.00 CTR
2.3
BTM CHD 10.0 7.0
C 2001
5.00 X 6.00 4.4
3.5
TOTAL 10.0 14.0 24.0
D 1070
6.00 X 8.00 CTR
CTR
CONCENTRATED LOADS (LBS)
E 1070
6.00 X 8.00 CTR
CTR
j 0 (LIVE)
F 1001
3.00 X 5.00 CTR
CTR
1 25 (DEAD)
G 1001
3.00 X 5.00 CTR
CTR
* 0 (LIVE)
H 1001
3.00 X 5.00 CTR
CTR
* 25 (DEAD)
1 1001
3.00 X 5.00 CTR
CTR
SUPPORT CRITERIA
i
JT REACT WIDTH JT REACT WIDTH
K
LBS IN -SX LBS IN -SX
S1 1100
3.00 X10.00 CTR
0.2
A 847 3- 8 C 847 3- 8
S2 1100
3.00 X10.00 CTR
0.2
S3 1100
3.00 X10.00 CTR
0.2
LEFT RIGHT
HEEL OIN - 3SX OIN 3SX
Robbins Engineering, Inc./Online Plus- 19913�2004 Version 16.0.011 Engineering
- Portrait 5f7/04 7:41:40 AM
Page I
TRUSS WEIGHT: 257.6 LBS
NOTES:
1. TRUSSES MANUFACTURED BY -
SYSTEMS PLUS ANDERSON,CA.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. E14PIRICAL ANALOG IS USED.
4. DESIGN INCLUDES CHECK FOR
10 PSF NON -CONCURRENT
LIVE LOAD ON BOTTOM CHORD.
FABRICATOR NOTES:
1. ENGINEERING IS VOID UNLESS
TRUSS IS FABRICATED BY:
SYSTEMS PLUS LUMBER CO.
6u."�. C()�jv-�,
f*% , �:_.; �. V
May 10, 2004
Robbins
mark
Inc./Online Plus'
Quan
Type Span
P1 -H1 Left OH Right OH
ngineering
oJob
02 80174
R16
RUN DATE: 5- 7-04
4
TR 320900
7 0 2- 0- 0
CONCENTRATED LOADS (LBS)
02080174 LANDEROS TL
A -F
0.29
1802 C
708
-1615
CSI SIZE LUMBER FB
5x6 --
IS
NO REPAIR NEEDED TO ADD A 2x6 SCAB FOR HVAC
1523 C
HO 4-4
-1413
TOP 0.29 2X 4 DFL-#lB 1800
PLATFORM USING (3) 16d NAILS AT EACPEAd
0.25
1523 C
1413
-1157
MAXIMUM LOAD 150#
B-H
0.25
3x5ii
1157
3x5ii
WBS 0.42 2X 4 DFL -STAN 575
H -S1
G
1471 C
3xlG,,
350
EXCEPTIONS:
7
0.28
S1
9-10-14
3x5,1
E -B 2X 4 DFL -#1B 1800
I -C
3x5-,
1802 C
F
-707
B -D SAME AS E -B
BOTTOM CHORDS
5x6--
INCREASE: 15.0%
A-E
5x6 --
1562 T
A
-1739
LATERAL BRACING:
C
0.75
3
E�
:0 S2
0
M
W:308
K -S2
3x10_-
25
25 W:308
R:1138
703
BTM CHORD - CONTINUOUS
R:1255
0.52
961 T
-703
-1017
TRUSS SPACING - 24.0 IN.
K
0.75
6xS=
SLI
-1735
3.00 X 5.00 CTR
D -C
TC 5-9-4
4-0-14
16-4-8 21-8-2
1 26-11-12 32-9-0 12y 01
BC
* 25
zlju-z
32-9-0
WEBS
3.00 X 5.00 CTR
CTR
ALL PIATES ARE FCBBn4S20
F -E
= 296
C E -G
Scale: 0.184" = 1'
Robbins
Engineering,
Inc./Online Plus'
APPROX
Online Plus -- Version 16.0.011
MEMBR
CSI
P(LBS) M@1ST
M@2ND
RUN DATE: 5- 7-04
14.0 34.0
TOP CHORDS
= 0.21" < BRG-SPAN/240
CONCENTRATED LOADS (LBS)
SPAN/DEFL (DL+LL) = 999
A -F
0.29
1802 C
708
-1615
CSI SIZE LUMBER FB
F -G
0.28
1523 C
1615
-1413
TOP 0.29 2X 4 DFL-#lB 1800
G -B
0.25
1523 C
1413
-1157
BTM 0.81 2X 4 DFL -#1B 1800
B-H
0.25
1523 C
1157
-1413
WBS 0.42 2X 4 DFL -STAN 575
H -S1
0.24
1471 C
1413
350
EXCEPTIONS:
SI -I
0.28
1543 C
-350
-1616
E -B 2X 4 DFL -#1B 1800
I -C
0.29
1802 C
1616
-707
B -D SAME AS E -B
BOTTOM CHORDS
LUMBER STRESS
INCREASE: 15.0%
A-E
0.81
1562 T
977
-1739
LATERAL BRACING:
E -K
0.75
961 T
1739
-956
TOP CHORD - CONTINUOUS
K -S2
0.50
961 T
956
703
BTM CHORD - CONTINUOUS
S2 -j
0.52
961 T
-703
-1017
TRUSS SPACING - 24.0 IN.
J -D
0.75
961 T
1017
-1735
3.00 X 5.00 CTR
D -C
0.80
1562 T
1735
-978
STANDARD LOADING
* 25
(DEAD)
WEBS
3.00 X 5.00 CTR
CTR
LUMBER STRESS INCREASE: 15.0%
F -E
= 296
C E -G
=
285 C
PLATE STRESS INCREASE: 15.0%
E -B
= 718
T B -D
=
718 T
LOADING LIVE DEAD (PSF)
D -H
= 285
C D -I
=
296 C
TOP CHD 20.0
7.0
BTM CHD 0.0
7.0
DL+LL DEFL - 0.36- IN D -C
TOTAL 20.0
14.0 34.0
LL DEFL
= 0.21" < BRG-SPAN/240
CONCENTRATED LOADS (LBS)
SPAN/DEFL (DL+LL) = 999
1 0
(LIVE)
1 25
(DEAD)
PLATING CONFORMS TO UBC
* 0
(LIVE)*
(ICBO) APPROVAL #4994
* 25
(DEAD)
NAIL VALUE FOR GREEN D.F.L.
SUPPORT CRITERIA
PLATES -
20 GAUGE ROBBINS
JT REACT WIDTH
JT REACT WIDTH
GRIPPING
447-185 PSI PER PAIR
LBS IN -SX
LES IN -SX
INCLUDES 15.0% INCREASE
A 1138 3- 8
C 1255 3- 8
TENSION
1339- 465 PLI PER
PAIR
SHEAR
784- 506 PLI PER
PAIR
LOAD CASE #1 UBC LL CHECK
LUMBER STRESS
INCREASE: 15.0%
JT TYPE
PLATE SIZE X
Y
PLATE STRESS INCREASE: 15.0%
A 2001
5.00 X 6.00 4.4
3.5
LOADING LIVE
DEAD (PSF)
B 3010
5.00 X 6.00 CTR
2.3
TOP CHD 0.0
7.0
C 2001
5.00 X 6.00 4.4
3.5
BTM CHD 10.0
7.0
D 1070
6.00 X 8.00 CTR
CTR
TOTAL 10.0
14.0 24.0
E 1070
6.00 X 8.00 CTR
CTR
CONCENTRATED LOADS (LBS)
F 1001
3.00 X 5.00 CTR
CrR
1 0
(LIVE)
G 1001
3.00 X 5.00 CTR
CTR_
* 25
(DEAD)
H 1001
3.00 X 5.00 CTR
CTR
* 0
(LIVE)
1 1001
3.00 X 5.00 CTR
CTR
* 25
(DEAD)
j
SUPPORT CRITERIA
K
JT REACT WIDTH
JT REACT WIDTH
S1 1100
3.00 X10.00 CTR
0.2
LBS IN -SX
LBS IN -SX
S2 1100
3.00 X10.00 CTR
0.2
A 810 3- 8
C 847 3- 8
LEFT
RIGHT
HEEL OIN -
3SX OIN - 3SX
Robbins Engineedng, Inc./Online Plus- @ 1996-2004 Version 16.0.011 Engineering - Portrait 517104 7:41:41 AM Page 1
TRUSS WEIGHT: 253.2 LBS
NOTES:
1. TRUSSES MANUFACTURED BY -
SYSTEMS PLUS ANDERSON,CA.
2. ANALYSIS CONFORMS TO
TPI (ANSI/TPI 1-1995).
3. EMPIRICAL ANALOG IS USED.
4. DESIGN INCLUDES CHECK FOR
10 PSF NON -CONCURRENT
LIVE LOAD ON BOTTOM CHORD.
FABRICATOR NOTES:
1. ENGINEERING IS VOID UNLESS
TRUSS IS FABRICATED BY:
SYSTEMS PLUS LUMBER CO.
2. CONNECT TRUSS TO GIRDER
WITH SIMPSON OR EQUAL
TRA29 HANGER.
jW
G
0\j
May 10, 2004
q?,0F ES /
Rn
Ck: r
No. C 58190 M
Exp. June 30, 2006 -0
IVIL
0 CAL
�PERMIT Win �IWAPT047-500-012
ILAST NAME =FIRST NAME
ICONTRACTOR EMERALD POOLS JCITYIC Y
7Tm
STREETf ETNAME SONGBIRD DR -CITY
U E TYPE ��� REMARKS *Go
2
BE E M M
LUATI
S) RE EIPT PPLIED
S2 RECEIPT 2
NFINAL
rP.VrA_ - WXRE i�_K_ fAMM, lkliTi?��
WE
In S
I n
Comments:
OVERPAID $219.96 IN FEES, NEEDS TO APPLY FOR REFUND. AAM. TO PLANNING THEN PROCESS AND ISSUE.MC
Sent for signature 5/17/04. Permit w/Di
Development Services
Mond�y"May 17, 2004
BUILDING DIVISION Ver. 1.0
i
Counter FTa—mmie I
Person
Fund 10 (Bldg Permits)
$687.38
SRA Fees (Fire)
$0.00
Payment Date
13/25/2004
SHR Fees (Sheriff)
$0.00
Permit Number
040820
SMIP
$0.00
Receipt Number
FE952:86
Copies/Document Sales
).00
Check Number or Cash
CK # 4221
CUA (Chico Urban Area)
$0.00
Parcel Number
047-500-012
TUA (Therm. Urban Area)
$0.00
Applicant
LUNDERO, STEVE & SHELLY
Water Tender Win #=
$0.00
West hico, Fire Station
$0.22-1
Received From
EMERALD POOLS
Witness Fees
$0.22J
Total Received
Recorders Fees (N.O.C)
$0.00 I
Thermalito, Drainage
=0.22i
Total Fees To Collect
- —
$687.38
Oroville Area Traffic
=0.00
Notes:
NSF (Non Sufficient Funds)
E---Io-00
Notice of Violation
$0.00
NCSP Trails System
$0.
NCSP Roads/Bridges
$0.00
NCSP Storm Drainage
$0.00
NCSP Fire Station
$ 0.2�J
NCSP Parks TypeFf=F-----Lo-00
1
Value
$0.00
U.S.,- DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency I ExDires February 28. 2009
�'Natlonai Flood Insurance Program Important: Read the instructions on pages 1-8.
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
Al. Building Owner's Name Policy Number
A2. Building Street Address (including Apt., Unit, Suite, an4jor Bldg. No.) or P.O. Route and Box No. Company NAIC Number
4750 Birdsong N
City Chico State CA ZIP Code95973
APN 047.
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential I,
A5. Latitude/Longitude: Lat. N32.4911 Long. W1121.5485 Horizontal Datum: 0 NAD 1927 0 NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate Is being used to obtain flood Insurance.
AT Building Diagram Numberg
A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 3840sq ft a) Square footage of attached garage 832 sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings In the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 20 walls within 1.0 foot above adjacent grade 4
c) Total net area of flood openings in A8.b 5L6 -
Q , sq in c) Total not area of flood openings -in A9.b 288 sq In
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bl. NFIP Community Name & Community Number B2. County Name B3. State
Butte Co. Unicorp. area 06007CO31 0 1 Butte I CA I
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
NA._
0 feet
Date
Effective/Revised Date
1
Zone(s)
AO, use base flood depth)
1
0310
C
June 8,96
June 8, 96
A
185.2
810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
0 FIS Profile [I FIRM 0 Community Determined 0 Other (Describe) _
Bll. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 [1 NAVD 1988 [1 Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? []Yes ONo
Designation Date [I CBRS [I OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* Finished Construction
*A new Elevation Certificate will be required when construction of the building Is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, VI -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, ARIAO. Complete Items C2.a-g
below according to the building diagram specified In Item AT
Benchmark Utilized IIQL7BlVertical Datum NGVD 29
Conversion/Comments NA
a) Top of bottom floor (including basement, crawl space, or enclosure floor)_
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
Check the measurement used.
183.60
0 feet
[:1 meters (Puerto Rico only)
186.§8
0 feet
0 meters (Puerto Rico only)
NA._
0 feet
0 meters (Puerto Rico only)
104-10
0 feet
0 meters (Puerto Rico only)
185-30
0 feet
[I meters (Puerto Rico only)
iN.59
10 feet
(:3 meters (Puerto Rico only)
iM.75
0 feet
0 meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by low to certify elevation
information. I car* that the inthirmation on this Certfficate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. �ESS
0 Check here if comments are provided on back of form.
License Number 60924 zr'
vo e5,924
rigineering i .7, 3 Ile
Atnto 11A 71D r'rAa 0909A 0 -
Date Telephone 530-533-2131 __`F OF -CAL
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
7ruilding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
4750 Songbird
City Chico StateCAZIP Code 95995 Company NAIC Number
SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments
Signature Date
0 Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items EI -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items EI -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is feet 0 meters 0 above or 0 below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters [] above or 0 below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is _._ 0 feet 0 meters [] above or C] below the HAG.
E3. Attached garage (top of stab) is 0 feet 0 meters 0 above or 0 below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is _._ [] feet [] meters [I above or 0 below the HAG.
E6. Zone AO only: If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? El Yes 0 No 0 Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, 8, and E ere cormct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address city State ZIP Code
Signature Date Telephone
Comments
0 Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9.
G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.)
G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. 0 The following information (items G4. -G9.) is provided for community floodplain management purposes.
G4. Permit Number
G5. Date Permit Issued
G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been Issued for: C1 New Construction 0 Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: J3 feet 0 meters (PR) Datum
G9. SIZE or (in Zone AO) depth of flooding at the building site: 0 feet 0 meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
El Checkh—ere If attachments
6. OMB No. 1660-0008
U.S. tXPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
F
..ederal Emergency Management Agency EXDires February 28. 2009
National 600d insurance Program Important: Read the instructions on pages 1-8.
SECTION A - PROPERTY INFORMATION For Insurance Com p6
Al. Building Owners Name� Policy Number
A2. Building Street Address (including Apt., Unit, Suite, andloT Bldg. No.) or P.O. Route and Box No. Company NAIC Number
4750 Birdsong
City Chico State CA ZIP Code95973
W 166&TY
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
APN 047-500-012 V%Y 2 4
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential IDENUM�'
A5. Latitude/Longitude: Lat. Njk_49_1L4ong. W12I.M§5 Horizontal Datum: 0 NAD 1927 ��&3
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram NumberI3
A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 3840sq ft a) Square footage of attached garage 632 sq It
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 20 walls within 1.0 foot above adjacent grade 4-
c) Total net area of flood openings in A8.b AL6 sq in c) Total net area of flood openings in A9.b 288 sq in
gECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bl. NFIP Community Name & Community Number -62. County Name --T-�3. State
Butte Co. Unicorp. area 06007CO310 Butte I CA
B4. Map/Panel Number
85. Suffix
B6. FIRM Index
B7 FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
NA.-
[I feet
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
1
0310
C
June 8,96
June 8, 96
A
185.2
1311U. Indicate the source of the Base Flood Elevation (BFE) data.or base flood depth entered initom B9.
0 FIS Profile 0 FIRM 0 Community Determined 0 Other (Describe) _
811. Indicate elevation datum used for BFE in Item 139: 0 NGVD 1929 0 NAVD 1988 0 Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBR$) area or Otherwise Protected Area (OPA)? E]Yes ONo
Designation Date_ 0 CBRS 0 OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: 0 Construction Drawings* . Q Building Under Construction* 0 Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VEj Vl-V30, V (with BFE), AR, AR/A, AR/AE, ARIAI-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item A7.
Benchmark Utilized 119.7_7Bl Vertical Datum NGVD 29
Conversion/Comments NA
a) Top of bottom floor (including basement, crawl space, or enclosure floor)_
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment In Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
Check the measurement used.
183&9
0 feet
0 meters (Puerto Rico only)
186-86
0 feet
0 meters (Puerto Rico only)
NA.-
[I feet
[--] meters (Puerto Rico only)
18-4 - 1Q
0 feet
0 meters (Puerto Rico only)
IN -2Q
0 feet
C3 meters (Puerto Rico only)
183.§2
0 feet
0 meters (Puerto Rico only)
183-M
0 feet
0 meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I oe&fy that the inthrmation on this Certfficate represents my best efforts to interpret the data available. ESSI
I understand that any false statement may be punishable by fine or imprisonment under 18 US. Code, Section 1001. MES
0 Check here if comments are provided on back of form. (P
Certifier's Name Jim Pursell License Number 60924 AL
0 , LS 9,9,2 4
Title RCE Company Name Jim Pursell Engineering
Ile
Address 2360 Baldwin Ave City Oroville State CA ZIP Code 95966 civi
Signature Date Telephone 530-533-2131 OF -C k -L
SOZ-1/At5�
IMPORTANT: In these spaces, copy the corresponding infoirmation from Section A. For Insurance Company Use:
Building §tredt Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
4750 Songbird
City Chico StateCAZIP Code 95995 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner.
Comments
Signature Date
0 Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones A0 and A (without BFE), complete Items EI -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B
and C. For Items El -E4, use natural grade, if available, Check the measurement used. In Puerto Moo only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is C1 feet 0 meters D above or 0 below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet 0 meters 0 above or 0 below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is .- [3 feet El meters 0 above or 0 bel6wthe HAG.
E3. Attached garage (top of slab) is 0 feet 0 meters C1 above or t] below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is _,_ C] feet 0 meters [I above or 0 below the HAG.
E6. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? [3 Yes 0 No 0 Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address city State ZIP Code
Signature Date Telephone
Comments
0 Check here
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sicilons A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and Gg.
G1. 0 The information In Section C was taken from other documentation that has been signed and seated by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (indicate the souroa and date of the elevation data in the Comments area below.)
G2. [J A community official completed Section E for a building located In Zone A (without a FEMA -issued or community -Issued BFE) or Zone AO.
G3. [:1 The following Information (Items G4. -G9.) is provided for community floodplain management purposes.
G4. Permit Number I G5. Date Permit Issued I GO. Date Certificate Of Compliance/Occupancy Issued
G7..This permit has been issued for: [I New Construction [I Substantial improvement
G8. Elevation of as -bulk lowest floor (including basement) of the building: _._ _[] feet [J meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: .- [I feet [] meters (Pk) Datum
Local Official's Name Title
Community Name Telephone
Signature
Date
Comments
0 Chgg� e ff-attachments
1-11, "-64774
B
BA H2
V YL
wc LAV
Con
SHELF & POLE
FLOOR PLAN 2875 SQ. FT.
I u Z;F-rlrl
DOOR SCHEDULE
A 3-0 6-8
B 2-6 6-8
C 2-4 6-8
D 2-0 6-8
E 7-6 6-8
'-4 QqN�Zi-,"'e'
FRENCH
DOOR
ALL DOOR HDRS. TO BE 4 x 12 DF #2 OR BTR UON
NOTE:
INDICATED BRACED, WALL PANEL LENGTHS ARE A MINIMUM LENGTH
rFirm Name and Address
RUSSO CONSTRUCTION COMPANY
16580 BOWMAN ROAD
COTTONWOOD, CA 96022
(530) 347-6750
LICENSE 4 475157
Project Name and Address
STEVE AND SHELLEY LANDEROS
4750 SONGBIRD DRIVE
CHICO, CA 95973
AP4 047-500-012-000
SheetNumber
JOHN RUSSO
D, wn
JOHBY
Da_ N R1
te
I
fAUGUST 18,2002
Scale
1/411 if
0
I- - - - - - - - - -301- - - - - - - - - ---I
F
4018#
4118#
4118#
1
L
FOUNDATION PLAN
I
VERSA
F - -
IUT
FLOOR JOIST PLAN 3512
JST.
HANGER
71
ly
—1
FLOOR PLAN 600 SQ. FT.
POOL HOUSE
I MANUFACTURE ROOF TRUSSES 24" O.C.
ROOFPLAN PROVIDE CALC S PRIOR TO FABRICATION
TRUSSES TO BE PROPERLY BRACED
ROOF PITCH 7-12
ELECTRICAL PLAN
ELECTRICAL LEGEND
115 V DUPLEX
115 V DUPLEX GFIC
240 V
SMOKE DETECTOR
"10
lei FLORECENT LIGHTING
CEILING FIXTURE
'jq
C5 WALL MOUNT FIXTURE
(D EXHAUSTFAN
S3 3 WAY SWITCH
-L. SINGLE POLE SWITCH
DOOR SCHEDULE
A 3-0 6-8 FRENCH 10 LITE
B 2-6 6-8
C 2-4 6-8
D 2-0 6-8
ALL DOOR HDRS. TO BE 4
12 DF 42 OR BTR UON
W1NDOW SCH.
A - 30-50 DBL.
HUNG
rF.. Name and Address
RUSSO CONSTRUCTION COMPANY
16580 BOWMAN ROAD
COTTONWOOD, CA 96022
(530) 347-6750
LICENSE # 475157
rp—roject Name and Address
STEVE AND SHELLEY LANDEROS
4750 SONGBIRD DRIVE
CHICO, CA 95973
AP# 047-500-012-000
fD D' wn By Sheet Number
rawn By
JOHN RUSSO
W
Date
AUGUST 18,2002
S,
Scale
1/411 if
It
rfl--.71111., -". 11"Id.11
RUSSO CONSTRUCTION COMPANY
16580 BOWMAN ROAD
COTTONWOOD, CA 96022
(530) 3)47-6750
LICENSE 114-75157
Num e and Address
STEVEATIND SHELLEY LANDFROS
4750 SONGBIfW DRIVE
CHICO, CA 95973
AN, 047-500-012-000
S!
Drawn by
JOHN,TRUSSO
Date Date
AUGUS' _ ' 1 8, 2) 0 0 2
I /16
-- PO"
M -
Lq"�
APPROVED
Bufte County
En�onrn , en��Peafth,
ignature
de
V
174
MXMD.tes
OL
SPECIFICATIONS.
SM 16 Y, 3,2 AvecWft fL,
D 99510 6, Per q7,9
Custom
17,000 6011,
Foot
PlUaV Whi S .�71()W I- JQ
Mcd"0101RUM Tw6 2,
Skimmer Una
Rokun Lines .2
Adol-Chmm Una
Mum M001 U*3
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SPECIFICATIONS
#*Type
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Pump:& Motors
Now MOW
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SQLAR GENERAL.
SPECIFICATIONS.'.
Sq ft.fanal
Panol Ste
OWNER
To defenWrw,:APPm
simaNano. Pcol ;a aw..
of excavadom
,PW area to bo'low"
'Byawnero"com*of
city. 1. .. es, . to
be "it G"Tv and No
Do M$ IUM Onj""0*1
when pool Is. "Wiv,
Owner. to wet down ourAte
shell d k"t 2 Offies Oak,
for -7 ggs
PERM OFFICE -
Co. - f3afte
Ph*"
*Spw1a1kzkV In New PW CorWruction
& Total PW Restoration.
LARivIOU ATKINS
y
Owner
11com MI 7M, (WO) 8W- 1023
ownefs
INNIIIII-IM"s VZe ro. G
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Address q-75()
Res -Phbne
cbic 0 ca,
6 7�0
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ap, Bus Phone
Building Permit Number: 0
Owner Name: ey-
0_5
Residential Construction Requirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
Building Division, County of Butte.
All materials and workmanship shall be inaccordance with recognized good practices
and of a quality prescribed for the specific use in the 2001 California Building Code
(2001 U.B.C), 2000 California Plumbing Code (2000 U.P.C.), 2000 California
Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
shown on the attached Flood Elevation Certificate. A-Post-Flood�E�levation-.C-ertificate
will -AI -S-0 honreouip-e-14. elevation
Note: We will normally accept the following as compliance with the flood
requirements:
I'll
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the I 00 -year flood
��"height less than 24" above grade, or engineered design required).
elevation. (Plate -"�tilatjon, plumbing and air conditioming equipment and
3. Electrical, heating, ve ---
facilities located above the plitb.–,--� ppo site or adjacent walls with a total
4. At least'2 openings in exterior walls, Iodated on o
inch for ev(IrV quare foot of enclosed area.
net area 01 110L C;-� "Ll Ii an 1 io'of–above grade.
5. The bottom of the openings shall be no higher th
6. The openings may be screened or covered with other devices thafW–ill-petmit
automat Ic entry and exit of floodwater.
Page2of2
Building Permit Number: 04-09zo
OwnerName: L—uj,-Aero5
Parcel lies within the State Responsibility Area (SRA). Comply with attached
requirements.
11 Fire sprinklers are required in this structure.
ElThe following parcel map requirements shall be met:
All structures and equipment including overhangs shall be clear of all easements.
A setback of '�) feet from the side and i:�D- feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil. may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
0
Suite County
W EA LT H A N D BEAUTY
L A N D 0 F NATURAL
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
397
NTER DRIVE - OROVILLE, CALIFORNIA 95965
7 COUNTY CE
TELEPHONE: (530) 538-7541
FAX: (530) 538-2140
October 6, 1999
'Pool Safety Act
Re: Swimming.
Clarification Of Enforcement In Butte CoUnt.Y
Effective Date: January 1, 1998
To Whom it May Concern,
In December of 1997, just prior to the effective date of the swimming Pool Safety Act, (see back page)
we initiated a letter of explanation, and a mailing to all pool contractors in Butte county. Due to the poor
wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how
vised our letter to describe how enforcement will occur in Butte County, and are
to enforce it We have re
again conducting a mailing to notify pool contractors.
This revised letter should clarify several common questions or problems concerning our enforcement of the
Swimming Pool Safety Act including: we discovered that when accommodation was provided
I In our review of legislative considerations, the pool, it was assumed that a conforming
to allow exit alarms on doors providing direct access to
in place. However, in many cases there is no pre-existing pool or
=1
perimeter fence was already the residence is one side of an enclosure which entirely surrounds the
parcel enclo!;ure, and unless
pool, installation of exit alarms alone does not constitute compliance.
2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform
Building Code , Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing
-rier material. In Butte County we will continue to allow the use of I I gage, 2-1/4 inch
as pool bar r material. Other types of fencing will be considered on a
mesh, chain link fencing as pool barrie Please call
case by cast-, basis, based upon the requirements of the Swimming Pool Safety Act.
for clarification prior to installation.
All access gates through the enclosure shall open away from the swimming pool, and be self
3.
closing with a self -latching device placed no lower than 60 inches above the ground. This
includes large gates for vehicle access.
his matter, please contact this offlGe at the address or phone
Should you have fttrther questions concerning t]
number listed above.
sincerely,
Buildin'g Inspection
,CALI:FOkN1A HEA -LTH AND SAFETY CODE SECTION 115920-115927
115920. SWVdMING FOOL SAFETY ACT
115921. As use -d in this article the following terms have the following meanings:
a) 11SArimming pool" or "pool" me�ns any structure intended for swimming or recreational bathing that contains water over
18 inches deep. " Swimming pool" includes in -ground and aboveground structures and includes, but is not limited to,
hot tubs, spas, portable spas, and non-portable wading pools.
b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for
the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located
on the grounds ofa private single-family homes.
c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool ftom access to the home.
d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance
standards of thd American Society for Testing and �Aaterials (ASTM), in compliance with standard F1346-9 1.
e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access
ftom the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be
battery operated or may be connected to the -electrical wiring of the building: � .
115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction pmmit is issued for
construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the Mowing safety
features:
a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923.
b) The pool shall be equipped with an approved safety pool cover.
c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool -
d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self�
latching devic� -with a release mechanism placed no lower that 54 inches above the floor.
e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the
devices set forth in mbdivisions a) to d), inclusive, as determined by the building official of the judsdiction issuing the
applicable baUding permit Any ordinance governing child access to pools adopted by a political subdivision on or
before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set
forth in subdivisions a) to d), inclusive.
115923. An enclosure shall have all or the following characteristics:
a) Any access gates through the enclosure open away from the swimming pooL and are self-closing with a seLf-latching
device placed no lower than 60 inches above the ground.
b) A minimum height of 60 inches.
c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches.
d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter.
e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve. as handholds or
footholds that could enable a child below the age of five years to climb over.
115 924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this
article.
115925. The requirements of this article shall not apply to any of the followim.-I
a) Public swimming pools.
b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials-EmergencY
Performance Sy=Mcation (ASTM -ES 13-89).
c) Any pool with ihe jurisdiction of any political subdivision that adopts an inance for swimming pool safety that
includes requirements that are at least as stringent as this article.
d) An apartment complex, or any residential setting other than a single-family home.
115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used
as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the
State Department of Social Services.
115927. Nomithstanding any other provision of law, this article shall not be subject to hirther modification or interpretation by any
regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being r=rved
exclumvely +L.V- I,Dcai ass pravided for in subdivision (e), of Section 114922 and subdivision (c) of Section 115924.
vigil
IN �_ve I
A-('
AJ_�'
At.OMO . VE S
.11'50Z
. jc
T,
POOL
SPECIFICATIONS
Smi6x.3,2 AteaWAA,
Depth 6' Per
Shape Cu !;ton
P" 17, 00 0 Gab.
Filler G�a- R I+e-, �.o 0, D. L,
'PUMP whi sc�_Po w t- KPO-
main DNA" Un* Two 2
SkImmerUns
unes
Mo.Cleam Unfs 1 V2.
Sklimer Mcftl U4
BackwcM Una N 1A
Autofill Pool Mi5ei-
AM Soonvows 314
TurnOverRate -FoLo-hrl
SkO N/A SAM Got une.
UUMMwanul. A �
Efecift By E, 1�1,
E" &x4no By L P.
m: punal wah, cwu
Ado P" ��cls.mw �e�ro
kwo Sod -r
wo Per Plan
.D"k Roc,�l Sq. -H. -Per Plan
Coping GrCA-1p+eJ Rock
A
C0101 14 1A
Ta h� e Glue
____N0wMS
z all
-out Q�_
�f e,
PON_ --
-SPA
-SPECIFICATIONS
SMTVPO
Sin Dia. -Depth
Total Gcdkm
Heater
Puffv &Motors
Puffw Make
Gas,.Ura by
Bonft 11y, El P4
ULAP.
SkbVMt U-3,
mcdnlkdn
SOLAR GENERAL.
TIONS.
SPECIFICA
sq,stipw.
ft" Type
ft"826
OWNER
To defeaWm APPM.,
,.Pw ws;i6 w fiencea
BY own(m P" counlY of
city . sto
be OW � ck*, ng =W so#
kdcMV,
Do no turn on pool 4014
when Pool Is 9"tio '
Ownec to wet dwm ouitto
Aell cd loot a smes Claw
for. 7 con
PERMITOFFICE
-Co. 20*i!!!�
Phow
*SpecUWng In Now Pod Corut! wfloh,
&Total Pool Restoratlon.
LARRVATKINS
Owne
Ucem #721764 (530)899-1023
rom
ownevs,
Nam L�(e vg 4,1�hg.11v Lunderp.9
q --75o �3o fb
7�_
Address,
Res. -Phbne,
zip Bus.,�Phone'
't 4
At.OMO . VE S
.11'50Z
. jc
T,
POOL
SPECIFICATIONS
Smi6x.3,2 AteaWAA,
Depth 6' Per
Shape Cu !;ton
P" 17, 00 0 Gab.
Filler G�a- R I+e-, �.o 0, D. L,
'PUMP whi sc�_Po w t- KPO-
main DNA" Un* Two 2
SkImmerUns
unes
Mo.Cleam Unfs 1 V2.
Sklimer Mcftl U4
BackwcM Una N 1A
Autofill Pool Mi5ei-
AM Soonvows 314
TurnOverRate -FoLo-hrl
SkO N/A SAM Got une.
UUMMwanul. A �
Efecift By E, 1�1,
E" &x4no By L P.
m: punal wah, cwu
Ado P" ��cls.mw �e�ro
kwo Sod -r
wo Per Plan
.D"k Roc,�l Sq. -H. -Per Plan
Coping GrCA-1p+eJ Rock
A
C0101 14 1A
Ta h� e Glue
____N0wMS
z all
-out Q�_
�f e,
PON_ --
-SPA
-SPECIFICATIONS
SMTVPO
Sin Dia. -Depth
Total Gcdkm
Heater
Puffv &Motors
Puffw Make
Gas,.Ura by
Bonft 11y, El P4
ULAP.
SkbVMt U-3,
mcdnlkdn
SOLAR GENERAL.
TIONS.
SPECIFICA
sq,stipw.
ft" Type
ft"826
OWNER
To defeaWm APPM.,
,.Pw ws;i6 w fiencea
BY own(m P" counlY of
city . sto
be OW � ck*, ng =W so#
kdcMV,
Do no turn on pool 4014
when Pool Is 9"tio '
Ownec to wet dwm ouitto
Aell cd loot a smes Claw
for. 7 con
PERMITOFFICE
-Co. 20*i!!!�
Phow
*SpecUWng In Now Pod Corut! wfloh,
&Total Pool Restoratlon.
LARRVATKINS
Owne
Ucem #721764 (530)899-1023
rom
ownevs,
Nam L�(e vg 4,1�hg.11v Lunderp.9
q --75o �3o fb
7�_
Address,
Res. -Phbne,
zip Bus.,�Phone'