HomeMy WebLinkAbout069-580-042FA1LUNE '1'U PINAL S&'
L`3
069-58-0-042 97-2104REN
BEECHER, Stanley & Sharonj(r U i
48 Regal Way, Oroville a- 13-
(new single family)Better Bldrs + —
069-580-042 PERMIT#98-0238
BEECHER, Stanley & Sha:lJ
48 Regal Way, Oroville����4�
Cont: Better. Builders
Conv Unfin to Finished Area/SF
f
RESIDENTIAL
4 _
069-580-042 PERMIT#98-0238
PERMIT BEECHER, Stanley & Sharon
48 Regal Way, Oroville _
Cont: Better Builders
PERMIT
Co��nv1 U,,nfin to Finished Area/SF
OWNER
i CONTR.
ASSESSOR PARCEL
LOCATION
{ r •
C
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r�osw vu�l�r'�aFia� brti1
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or Affim o� Ppb
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Orp vVeme'OlaR-S 40
srar�P stt 4;F-. 2/0 �1X&S
10*3 'job f b,y
e
befav r'inwfiq
Temp. Power Pole
Called PG
Tem
.� p. Elec. Se
Called PG
.s
Temp. Gas Sei
(1
Called PG&E
JOB FINALED (Date)
Signature
=No
O = Not OK RESIDENTIAL (Single & Duplex)
- = Not Applicable
* = Not Ready
Date UNDERFLOOR (Plans) OK except #'s
1. Zoning-Setbacks-Easments-FloodSlope
2. Ftg., Main; Soils-Elec. Gmd. / p Ftg. Depth
3. Ftg. Garage; Soils-Steel-Elec. Gmd/ N Ftg. Depth
4. Ftg. Porches & Decks; SoilsSteel-/ i Ftg. Depth
5. Stemwalls, Main;'Steel-Blockouts4Nrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors .
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11. Water Pipe; Test Anchors -Regulator -Service Test
12. Electric Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders. -Sills -Anchor BoltsJoists Vents-Crippies
15. Access & Ventilation
16. Insulation
Date _ Card B-1 Date Card B-1
Date Card B-1 Date ' Card B-1
Date ' • y 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
w 21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Sae & Anchors
L "Date Card B-1 Date Card B-1
Date Card B-1 Date kCard B-1
Date ELECTRICAL (Permit) OK except #'s
23. Fixture & Transformer Clearance4ns. Protection
24. Elec. Receptacles Spacing -Lights & Switches at Doors
25. Size Boxes & No. of Conductors Stapled
26. Romex Installed Close to Edge of Studs & C.J.
27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water
28. 2 Appliance Circuts in Kitchen & Conductor Size GFI
29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30. Range Circ. / / ga Cu or "ven Circ. / / ga Cu or AI
Insulated Neutral 0 Yes 0 No
31. Service -Riser Conductors & Ground -Main Disconect
32. Equip. Clearances Panels -Motors -Meth. Epuip. '
33. Clothes Closet Light -Shower Light -Spa Light
34. Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
35. A.C. Ducts Insulation & Support
36. Vent Fan, Exhaust above insulation
37. Condensate Drain & Overflow, Size & Grade
38. Fumance-Vent Axxess-Comb. Air -Return Air Vent 115 outlet
39. 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 (Plans) OK except #'s
40. Sits Proper Materials & Anchors
41. Walls Studs -Nailing Spacing & Braces -Plates -Sound
42. Bearing Walls over Girders & Floor Nailing
43. Draft Stop in Walls (rat proof)
44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45. Headers & Beams -Size & Bearing
0
Date
FRAMING (Continued)
46. Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-roll Brac.-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrn. Windows or Exiting Doors -Sill Hgt. & Dimensions
51. Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits
54. Stairs; Width-Headroom-Rise-Run4.anding-Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.-
Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
• 59.
Shear Walls; Nailing -Bolts
60. Brace Interior / Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace; Vents -Clearance -Comb, Air-Conector- '
In Garage; Above Floor -Ducts -Meth. Protection
66.
Bedroom Exiting
67. G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
73.
Elec. Outlets & Recepticales at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76. Wtr. Htr; Vents -Clearance -Comb. AirConnector-P.R.V.
In Garage; Above Floor -Meth. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (G.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor p Yes
82.
Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No
83.
Stucco Brown -Finish
84. A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86. Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throught House
89. Glass Protection
90.
Corrections from Previous Inspections
91. Gas Test -Meters Tagged, Gas -Electric
92. Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
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:
V=OK
O = Not OKNot - -
• = NotReadyApplicable MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
1. Zoning Requirements - Setbacks - Easements
2. Footings; SoilsSize-DepthSpaci g-ConnectDmSteel
2. Soils; Special MH Support Sketch
3. Decks; Girders and/or Joists-Decking$recng.Stairs-Rails
3. Sewer Location-Test-Fall-C/O-Corxxete
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
4. Water Location -Test -Easement Needed (Sketch)
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete
6. Carports; WirKbws-Doors
6. Gas; Location -Test -Wrap; / /LfL
/ /NaL or/ It'fL/ /LPG
7. Electric
7. Well Clearance & Disconnect
8. Fnng.; Sils-AnchorsStuds-RftrsTrusses
8. Utility Clearance
9. Siding; Nailingd/eneerStucco-Mesh
10. Root; Shthg-Roofing
Date
Card B-1 Data Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Card B-1 Date Card B-1
1. Zoning Requirements- Setbacks Easements
Card B-1 Date Card B-1
2. Footings; SbzeSpadng-Marriage Line
POOLS (Plans) OK except #'s
3. Gas; MH TestlDemand Valve -Connector
1. Setbacks -Easements
4. Electricity; MH Test-Crossovem-Breakers-Clearances
2. Soils; Compaction -Structure Stability
5. Drain; MH Test-FalWlex Connector
3. Pool Structure; Steel -Connections -Thickness
Dead Men-Uning
6. Water, MH Test -Regulator -Connector
4. Elec.; Receptacles and Lighting, Distance-GFI
7. Water and Sewer Connected -C/O to Grade -HD Approval
5. Elec.; Pool Lighting; 15 Volts -CFI
8. Gas and Electrkity Tagged
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
9. Tie Downs -Type -Installation Cert
7. Elec.; Bonding; Metal wN-Circulating Equip. -Heater
10. Exits; Insp.-Sketch
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
11. Cert of Occupancy
9. lAealth Department Approval
12. Permanent Foundation Only: License Decal
`
10. Plumb.; Cir. TestWater Supply Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; SoilsSize-DepthSpaci g-ConnectDmSteel
3. Decks; Girders and/or Joists-Decking$recng.Stairs-Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; WirKbws-Doors
7. Electric
8. Fnng.; Sils-AnchorsStuds-RftrsTrusses
9. Siding; Nailingd/eneerStucco-Mesh
10. Root; 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-Uning
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts -CFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal wN-Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. lAealth Department Approval
`
10. Plumb.; Cir. TestWater Supply Test
11. Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
. � sr' ��-. �,,r.""� -.,� -.-.....''�,� rAp' — �--� �-,..,,�n,r,.'y'�+►a7t9q .,+Ir�'o`�'Rti�" '1i7!' : �"6"•!rP"w` - +•--- - --_. .. _ .
.� COUNTY OF -BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION
7 County `Center. Drive - Oroville, California 95965 - Telephone (916) 538-754PERMIT O.
APPLICATION AND PERMIT
`�"��.
-tf
is
s
ri
r1H
069-58c0-042 ;'
f
ZONING
AR1
BUILDING PERMIT
OWNER"4.
STANLEY AND SHARON BEECHER
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
0
OWNER'S MAIUNG ADDRESS
9433 BRUCE AVE, RIVERSIDE CA 92509 '
CONTRACTOR'S NAME
BETTER BUILDERS
TELEPHONE '
589-2574
CONTRACTOR'S MAIUNG ADDRESS
CONSTRUCTION LENDER
"NONE .
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
NONE
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$00
ARCHITECT OR ENGINEERS MAIUNG ADDRESS
Plan Checkin Fee
$91.60
BUILDING ADDRESS
48 REGAL WAY, OROVILLE
Energy Plan Checking Fee
$
$
PERMIT FEE
$ 257.60
LOT NO.
SUBDNISION'S NAME
1
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
yy % USEOFSTRUCTURE
SF" , Duplex ❑ Mobilehome ❑ Other
4 ♦ �..,, SPECIFY
Each Trap
7.00
Solar or heat um water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORKy
New ❑ -Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other
Describe WoJ R�V• TO DWK, &. INVERT . UNFIN.
T0. LIVING (SEE #97--2104) Al
Gas piping system t - 5 outlets
15.00
Building sewer
15.00
Mobile Home IS I GI W
Rn
PERMIT FEE
$
1, `sw
ELECTRICAL PERMIT
Filing Fee 20.00
%
Main Service 200ooA OR LESS
OR LES;
23.00
LICENSED CONTRACTOR'S ;DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
'9 (commencing %Wli Section 7000) of Division�3 of the Business and Professions Code,
and my license is In full force and effect.
License Class LIC. NO.
'OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. ( DWELLING OCCUP.
OR ADDNS. & ACC. BIDS.
3.5♦fSO 18,24
NON-RESIDNEW-NS.T ANC- CIRC IUETS
@7.50
POWER APPARATUS
& SINGLE OUTLET CIR.
Ex. OCCu OUTLET OR FIXTURES .,,
20 Q 1.00
IAL @1 .50
IP
Ex. Occup. ouTLI, RESID.OEE,1
5.00
Temporary Service
23.00
Mobile Home Facilities-
20.00
Misc. Wirin ` —
23.00
L---24
PERMIT FEE
$
WORKERS' COMPENSATION DECLARATION
I.hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
s 3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT
Filing Fee 20.00
Heating PROPANE F P
15.00
Cooling
Hood
6.50
Ventilation
PERMIT FEE
$ 35.00
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.)
t. ❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section.3700 of the Labor Code, I shall
forthwith comply with those provisions.
X _ Date } �) "
Signature of Applicant -,❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction%
of structures over 3 stories in height.
Mobile Home Installation Fee $
,Eriergy Inspection ,Fee $
nsp,ecti
i crgy
PE. -
�� TOTAL"`FEE $ 330.84
D. FEES F IMP
FLOOO
COP
PARCEL Po
`
I I.SSUE
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 // Nf Date
PERMIT EXPIRES ON �l t -
Date'
ReceiptNo. Z J/YOL
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
LOERKE INSULATION CO., IW'.
INSULATION CERTIFICATE
48 Regal Way Oroville
Number and StreetCity
Lot 90 Plan 315
County Lot Number
DESCRIPTION OF INSTALLATION
1. ROOF
Material Brand Name
Thickness (inches) P Thermal Resistance (R -Value)
2. CEILING
Batt or Blanket Type Fiberglass Batts
Brand Name Johns Manville
Thickness (inches) 13" f Thermal Resistance (R -Value)
Loose Fill Type Fiberglass Brand Name Johns Manville
Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16.25"
Manufacturers installed weight per square foot to achieve Thermal Resistance (R Value)
3. EXTERIOR WALL
Material Fiberala
Thickness (inches) 6.75"
4. RAISED FLOOR
Material Fiberglass Batts
R38
inches.
R38
Brand Name Johns Manville
Thermal Resistance (R -Value) R19
Brand Name Johns Manville _
Thickness (inches) Thermal Resistance (R -Value)
5. SLAB FLOOR / PERIMETER
Material
Thickness
Perimeter Insulation Depth (inches)
6. FOUNDATION WALL
Material
Thickness (inches) 1
DECLARATION
Brand Name
Thermal Resistance (R -Value
Brand Name
Thermal Resistance (R -Value)
I hereby certify that the above insulation was installed in -the building at the above location in conformance
with the current Energy Efficient Standards for residenl.ial buildings (Title 24,Part 6, California Code of
Regulations) as indicated on the Certificate of complian(.e, where applicable.
I
C.L.#499150 LOERgKE INSULATION CO., INC.
t� 4g4naurk,at 60) GeneralnC ntractor (Cot Name) Or Ownner
t— e� Signature, atensta ing u contractor Co. ame r
General Contractor (Co.Name) Or owner
Item #s Signature, Date Installing Subcontractor (Co. N ame) Or
General Contractor Co. Name Or Owner
D
113
F41
DO
��
COUNTY OF BUTTE -DEPARTMENT OF?i Lb MENTlaiERVICES-B ILDIN� ON
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�Y—
PERMIT NO.
(Rev.1�2/96)- ' APPLICATION AND PERMIT �
ASSESSOR PARCEL NUMBER
069-580-042
ZONING
AR1
BUILDING PERMIT
OWNER
STANLEY AND SHARON BEECHER
' ELEPHONE
SO, FT, OCC. BUILDING VALUATION
609 UNFI —R
12,180
OWNERS MAILING ADDRESS
9433 BRUCE AVE RIVERSIDE CA 92509
CONTRACTOR'S NAME
BETTER BUILDERS
TELEPHONE '
589-2574
CONTRACTOR'S MAILING ADQARS6
CO STRUCTION LENDER
NONE
LENDER'S MAIUNG ADDRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
NONE
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MAIUNG ADDRESS
Plan Checking Fee
$
9360
BUILDING ADDRESS
48 REGAL WAY OROVILLE
Energy Plan Checking Fee
$
$
PERMIT FEE
$ 257.60
LOT NO.
SUBDNISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF)ff Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
1 7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other
Describe Work: REV. TO DECK & CONVERT UNFIN.
TO LIVING (SEE #97-2104)
Gas piping system t - 5 outlets
15.00
Building sewer1
5.00
Mobile Home S GI W
@20.00
PERMIT FEE
S
ELECTRICAL PERMIT
Filing Fee 20.00
UE
Main Service 2a AOR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.Pow
License Class LIC. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( a Acc. Bws.
SO
3.5Q�;
NpN-RESItDT MULTI.00t1TCET
@7,50
ER APPARATUS
d SINGLE OUTCIR.
Ex. Occup, OUTLET OR FocruREs
SAL @':005050
Ex. Occup. ouTLEEDTs REESSID.OEA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
S 3$, 24
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
MECHANICAL PERMIT
Filing Fee 20.00
Heating PROPANE F P
15.00
Cooling
Hood
6.50
Ventilation
PERMIT FEE
S35.00
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.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
,J
X Date 117 I�
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Ene y Inspection Fee $
C
CONST. AP7E
TOTAL FEE $ 330.84
HAZ.
r
D. FEES IMP
_
fL000
CDF
PARCEL PD HD
_
ISS
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.
1d
By ate 7 '
PERMIT EXPIRES ON 3
Date
Receipt No. 2_31,f,06
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF -BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO.
Rev. 12/96), APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER V
23.00
J`
15.00
ZONING
OWNER
s
15.00
Building sewer
TEIEPHONI
OWNERS MARLING ADDRESS
, 3
X P-
NEW Cum 1.
NON-RESIO. (
^
'
CONTRACTOR'S
ELEPHONI
CONTRACTORS MAJUNO ADDRESS
CONSTRUCTION LENDER
LENDER'S MNUNG ADDRESS
ARCHITECT OR ENGINEER
LICENSE NL
I ARCMTECT OR ENGINEERS MALING ADDRESS
BUILDING ADDRESS
��
DD
�eA
/
Ohs
LOT NO. I SUSDIVIS10NINAME
USEOFSTRUCTURE
SF_13� Duplex ❑ Mobilehome ❑ Other
TYPE OF WORK
New.a Addition ❑ Remodel O Utilities O Installation O Other O nn
Describe Work:
/ t GL. Z ✓yoy5 N'cS'
7-
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 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.
O I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project
O 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:
❑ 1 have and will maintain a certificate of consent to self -insure forworkers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed H the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date _
Signature of Applicant - O Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0' deep and demolition or construction
`of structures over 3 stories in height
a Q\t No. 2-34oz
0. D.S.•B.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
L
BUILDING PERMIT
SO. FT. I OCC. BUILDING VALUATION
a 9 144 k".. ell& /2 Rt")
rueplace
Total Valuation S Z , "gic
Filing Fee b
Permit Fee b
Plan Checking Fee S
Energy Plan Checking Fee $
b
PERMIT FEE b :;7,
PLUMBING PERMIT Flim
20.00
6y
20.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G W
§20.00
PERMIT FEE t
ELECTRICAL PERMIT
FilingFee
Main Service
°p°Oo�A oa mss
23.00
Main Service
200A TO IOWA
46.00
NEW CONST.
OR ADONIS. (
OWEILM OCCUR
a ACC. Bins.
s0
3.50FT.
NEW Cum 1.
NON-RESIO. (
MULTI -OUTLET
aRANCH CIAMIITA
07.50
20.00
Ex. Occup. OUTLET ORF MAD
20 ®I'OO
BAL .SO
Ex. Occup.OUrnzrsARaEESIG.)FA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE S -3 9 . 2
MECHANICAL PERMIT Fling Fee 20.00
Heating d - e. ex),
6.50
PERMIT FEE $
Mobile Home Installation Fee b
Energy Inspection Fee b
occ CONST' TYPE TOTAL FEE $ 33 V . $c-(
HAL I D. FEES I IMP I FLOOD I COF I PARCEL I PO I HD I ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By
PERMIT EXPIRES ON
Date
&Q, 1e&wv-L-
i
i
March 4, 1999
Better Builders- Beecher
5263 Royal Oaks Drive
Oroville, CA. 96965
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541
FAX: (530)538-2140
Assessor Parcel Number: 069-580-042
Building Permit Number: 98-0238
The above referenced building plans were reviewed by this office. Provide additional information
and/or make revisions to plans, specifications and calculations as follows:
1. Your permit application has expired. Apply for a new permit.
2. Eliminate the gas water heater where it is shown or provide an electric water heater and
,new cnq.� lCU! *inno
caI. u.»..,,,.o.
3. Your front door is required to swing as shown in red on your plans.
If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the
hours of 1:00 p.m. and 4:00 p.m., Monday through Friday.
Sincerely,
Linda Sexton
Plans Examiner
utte
u
LAND
OF NATURAL W E A L T H AND BEAUTY
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541
FAX: (530)538-2140
Assessor Parcel Number: 069-580-042
Building Permit Number: 98-0238
The above referenced building plans were reviewed by this office. Provide additional information
and/or make revisions to plans, specifications and calculations as follows:
1. Your permit application has expired. Apply for a new permit.
2. Eliminate the gas water heater where it is shown or provide an electric water heater and
,new cnq.� lCU! *inno
caI. u.»..,,,.o.
3. Your front door is required to swing as shown in red on your plans.
If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the
hours of 1:00 p.m. and 4:00 p.m., Monday through Friday.
Sincerely,
Linda Sexton
Plans Examiner
RESIDENTIAL 069-58_0-042
97-2104 BEHER8Regal Stanley & Sharon BPEM
(new. single f Oroville
amilY)Better Bldrs /
PERMIT NO.
PERMIT EXPIAES
'OWNER
CONTR. _
ASSESSOR PARCEL
OCATION
011c
lot
Temp. Power Pole
r f' Address
Me
ELECTRF C
Meter By
OFFICE COPY
JOB FINALED (Date)
Signature
a �
.V OK
�O = Not OK
Not ' =
NotReadyMOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning ReguirementaSetbacks-Easements
1. Zoning Requirements - Setbacks - Easements
2. Footings; Soh -size -Dept i-Spacing-Connecbrs--Steel
2. Soils; Special MH Support Sketch
3. Decks; Girders and/oridsts-Deckirl8-BracingStairs-Ratis
3. Sewer, Location-Test-Fa0�Cp-Concrete
4. Wood Awn.; Posts-Beame-Rttrs.-Connectors
Shthg.-ft.-Bracing
4. Water, Location -Test -Easement Needed (Sketch)
5. Alum. Awn.; Columns-ConnectionsSplice-0ecal-Enclosures
S. Electricity; Locabon-Clearances-Gmd-/ /AmpConcrete
6. Carports; Windows Doors
6. Gas; Location -Test -Wrap; / /LYL '
/ /Nat or/ /'L'ft/ /LPG
7. Electric
7. Well Clearance & Disconnect
8. Fnng.;.Sils-AnchorsStuds-Rftrs-Trusses
8. Utility Clearance
9. Siding; Nailing-VeneerStucco Mesh
10. Roof; Shthg-Roofing
Date
Card B-1, Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Card B•1 Date Card B-1
1. Zoning Requirements- Setbacks Easements
Cana B-1 Date Card B-1
2. Footings; Size -Spacing -Manage Line
POOLS (Plans) OK except #'a
3. Gas; MH Test DemarKlValveConnector
_
1. Setbacks -Easements
4. Electricity; MH Test -Crossovers -Breakers -Clearances
2. Soils; Compaction, -Structure Stability
5. Drain; MH Test -Fall -Flex Connector
3. Pod Structure; Steel -Connections -Thickness
Dead Men-Uning'
6. Water; MH Test -Regulator -Connector
4. Elec.; Receptacles and Lighting, Distance -GR
7. Water and Sewer Connected -C/O to Grade -HD Approval
5. Elec.; Pod Lighting; 15 Volts-GFI
8. Gas and Electricity Tagged
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
9. Tie Downs -Type -Installation Cert.
7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater
10. Exits; Insp.-Sketch
8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards4ns. to Main in Conduit
11. Cert of Occupancy
9. Health Department Approval
12. Permanent Foundation Only: License Decal
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MISCELLANEOUS
Date
4ECKS, COVERS, CARPORTS, GARAGES (Plane) OK except 's
1. Zoning ReguirementaSetbacks-Easements
2. Footings; Soh -size -Dept i-Spacing-Connecbrs--Steel
3. Decks; Girders and/oridsts-Deckirl8-BracingStairs-Ratis
4. Wood Awn.; Posts-Beame-Rttrs.-Connectors
Shthg.-ft.-Bracing
5. Alum. Awn.; Columns-ConnectionsSplice-0ecal-Enclosures
6. Carports; Windows Doors
7. Electric
8. Fnng.;.Sils-AnchorsStuds-Rftrs-Trusses
9. Siding; Nailing-VeneerStucco Mesh
10. Roof; Shthg-Roofing
11. Ext; Step&-Doorv,-Lsndings
12. Braced Wall.Panels
Date
Card B•1 Date Card B-1
Date
Cana B-1 Date Card B-1
Date
POOLS (Plans) OK except #'a
_
1. Setbacks -Easements
2. Soils; Compaction, -Structure Stability
3. Pod Structure; Steel -Connections -Thickness
Dead Men-Uning'
4. Elec.; Receptacles and Lighting, Distance -GR
5. Elec.; Pod Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards4ns. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
11. Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
4
V= OK
0 = Not OK RESIDENTIAL
O
- = Not Applicable
. = Not Ready
Date DERFLOOR (Plans) OK except #'s
nin etbacks-Easments-FI Slo
tg., Main; Soils-Elec. / epth
3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /" Ftg. Depth
4. Ftg. Porches & Decks; Soils -Steel-/ PFtg. Depth
s5. Stemwalls, Main; Steel-Blockouts-Wraoped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
fA—li6(d Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.!�I Fall -Fitting -Test 2 Way C/"ewer Test
VanF. Gas Pipe; Size Anchors - Yard Gas g; Size
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. EI c Underground
116elienums & Ducts; Clear -Support-Ins.
irdersSills-Anchor ents-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 10^Date Card B-1
Date PLUMBING ermit 6cep #'s
17 ombustion BWe
ipe; Test & Anchor -Nail Protection
D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Tell.Tub & Shower, Second Floor -Tub Access
*01tas Pipe; Sixe & Anchors
Date q -91P Card B-1 jj Date Card B-1
Date ../0 ..ape Card B-1 0,6 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
23. F' ture & Transformer Clearance -In tection
Elec. Receptacles Spacing -Lights & Switches at Doors
i oxes & No. of Conductors Stapled
1011-RSpex Installed Close to Edge of Studs & C.J.
Ground made up w/Mech Fastners-Bond Gas & Water
980"2 A ' nce Circuts in Kitchen & Conductor Size GFI
Subfeed Were Size / /ga. Cu or AI-A.C. Wire Size //p / g Cu` AI'
30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al
I ated Neutral 0 Yes 0 No
Service -Riser Conductors & Ground -Main Disconect
32. Equip. Clearances Panels-Motors-Mech. Epuip.
33. CI es Closet Light -Shower Light -Spa Light
Smoke Detector
Date -4- g':?' Card B-1 d,05 Date Card B-1
Date a"—/D —CIV Card B-1 /,,0 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
J.A.C. Ducts Insulation & Support
en an, Exhaust above insulation
Ve'Condensate Dra' Overflow, Size Grade
Fuman . Air- eturnAlKentlitdGilet
c Access & Platform if Furnace in Attic
Date —q4? Card B-1 Date fJl Date Card B-1
Date L_/n „.de5v Card B-1 Q q Date Card B-1
Date�RAMING (Plats) OK except #'s
SibRroper Materials & Anchors
4�.Valls Studs -Nailing Spacing & Braces -Plates -Sound
. Bearing Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
ire Stops, Furred Ceilings -S -Ch rs-T
."Readers & Beams -Size & Bearing
(Single & Duplex)
Date
F N ontinued)
e Post Ca -An ors -Con tors
lin . Joist-Rftr. Ties-Purlin-toff Brac: T s-Sh g. -R
ireplace Ties or Ty A Flue Fire lace Throat clearance
tti ss; & Rome rotection-DraftSto ns. ffles
"rm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Garage 're Protection Framing
rty Line Firewall & Openings
O . Doors -One 3 -Check Garage 3rd Story, 2 Exits
�r.%Width-Headroom-Rise-Run-Landing-Fire Protection
I wod on Roof Overhang -Attic Vents -Rafter Outriggers -
g -Nailing V eer
. Stu -Drip -Fd. Vents-Underflr. Access
azing Area -Glass Protection -Skylights -Plastic
Shear Walls; Nailing -Bolts
60. Brace Interior / Exterior Wall Panels
61. Insulation -Walls -Ceilings
%1-WallsIvindows
DateT�
Card B-1 '�3 Date j�-y Card B-1 1
Date
`�bA? Card B-1 p Date G�` Dpi Card 132,,�
Date
FINAL (Plans) OK except #'s
Ext,S -Door & Sidelight Protection -Landings
ke Detector
umace; Vents -Clearance -Comb, Air-Conector-
In Garage; Above Floor-Ducts-Mech. Protection
Bedroom Exiting
�3! G.F.I. & Bath Fixtures & Tub Access -Spa
j�i9!EI Trim & Subpanel, Breaker Sizes & Labels
fairs & Rails
/36'Fireplace or Stove, Clearance -Hearth
ec. Outlets at Wood Panel, Int. & Ext.
Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
I .Outlets & Rece ticales at Kit. Counter
Garage Fire Door; Swing -Landing -Closure
7 .!:R2S!!E!LmNe-Damper
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
I ara e. bove Floor -Meth. Protection
PI ec. & Mech. Equip. Listed for Location
Elec. Receptacles in Garage G.F.I. -Romex Protection
I ulation-Foam-Looked in Attic
efd rails & Deck Construction -Post Caps
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
82. Following Instld./Drive es 0 No/Walks es 0 No/Planters Q Yes
. Ecco Brown -Finish
A.C. Unit Disconnect, Electrical -Plumbing
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
r e , t, Electrical, Plumbing
Exterior Elec. Trim, G.FI. Receptacle -Underground
. Ventilation Throught House
i GI tection
Corrections from Previous Ins pec'ons
91 es - eters TaggefGI
r & Sewer Connected -C/O to Grade -HD Approval "
JtW Energy Compliance Certificate -Other Certificates
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Com
lents Final:
k_
(Re v.12/)
E
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. -
APPLICATION AND PERMIT 97- a10
ASSESSOR PARCEL NUMBER ,. .-
. o-3,8- Y;2 069-580-042
ZONING'' f
C
BUILDING PERMIT
T 1
OWNER y
STANLEY & SHARON BEECHER
TELEPHONE
-
SFT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
9433 BRUCE AVE RIVERSIDE, 92503
1g$O.
2386 Y 4.00
546 U 9.828.00
CONTRACTOR'S NAME
BETTER BUILDERS
TELEPHONE
589-2574
710 9,230.00
X3
V
322 A1l.' 10 48 00
U" 10,948,00
MAILING ADDRESS
CONTRACTORMAK
S
287 UNF 9758.00
CO NSTRUCTION LENDER .' .�r. - ^ -
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $ 268 608.Q0
ARCHITECT OR ENGINEER
A
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee /
$ 881 .00
ARCHITECT OR ENGINEER'S MAILING ADDRESS 1
Plan Checking Fee
$ 577.65
BUILDING ADDRESS
48 REGAL WAY
Energy Plan Checking Fee
$ 23.00
OROVILLE
$
PERMIT FEE
S 1496.65
LOT NO.
SUBONISION'S NAME r
PARCEL- MAP _ A
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE ?V
SF ❑ buplex ❑ Mobilehome ❑ Other
r.•'0'~ SPECIFY w
Each Trap
111 7.00 77.00
Solar or heat pum water heater 23.00
Water piping 15.00 1Son
Each as water heater or vent
15.00110, 1
TYPE OF WORK .
New Id Addition 0 Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 2 bedroom
' +
Gas piping system 1- 5 outlets
15.00 1
Building sewer
15.00 _ (V1
Mobile Home S G W
@20.00
PERMIT FEE
S
f• - ` h�
ELECTRICAL PERMIT
Fling Fee 20.00
.r
Main Service zoosoa.ss
" 23.00 -1on
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect. f
License Class (.',r " a," 4' Lic. No. ?� 1,.? w 5
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for,the following reason:
01I, as owner of the property, or my employees with wages as their sole compensation,,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO I000A
46.00
NEW CONST. DWELLING OCCUP.
OR ( a ACC. B.S.
SO
- 3.5¢Fr. 70
C' S
NON-.EgNpT' MULCTI-OCUTCLETS
@7.50
POWER APPARATUS
8 SINGLE OLRLET CIR.
Ex. Occup. OUTLET OR FIXTURES
20 @ ''50
BAL @ .so
Ex. Occu ., OUTELETS AESDOEA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. WiriAq
23.00
} PERMIT FEE
$ 14
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty�of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
O I have and will maintain "workers' compensation insurance, as required by Section
3700 of the Labor Code; for the performance of work for which this permit is issued.
My workers' compensation insurance carrier a d policy number are:
Carrier ti L[
MECHANICAL PERMIT
Filing Fee 20.00
Heating.
LLS f
Cooling
-
Hood
6.50 A cn
Ventilation
, Sn A FlLn
PERMIT FEE
S 106.00
Policy Number Ct U n Ct
(The above sections need not be completed if the permit is for wor of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
i
X ��iu__ Date _ 9 -e� 5=�7
Signature of Applicant - ❑ Owner ❑ 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 4b.00
Gcc
CONSTPE
y j�%Y TOTAL FEE $ 1954, 35
HAZ.
►
D. FEES IMP
✓
FL000
cDF
P�)
PO
�.
Hp
V
ISSU@s
�'
This permit is hereby issued under
of the Butte County Code and/or
indicated above for/Which fees have
/f `
By /""�..
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
/` ����
Date _
Dale
Receipt No. 224648,//_>_-3//1.S"t//2 W4
WHITE-D.D.S.-B.D. CAN AY -ASSESSOR PINK-INSPECTORt GOLDENROD -APPLICANT
�7
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
C> Z3 6
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
tx)40 ✓ C
ki
W
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
CORRECTION NOTICE
t 13,P-ee-It.er
OWNER PERMIT NO.
i
t
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work '
is completed,If you have any questions pertaining to this matter, or need additional explanation,
please cgKact this office immediately.
i -7kV, U/L I r (- d
M
m 4-a; IYNfA ///N 141
s_ /_�_ / h__ 6
Date
REV 1
InspectorfJSj'�:'�� %J
COUNTY OF BUTTE
` BUILDING DIVISION >
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751 ,
7 County Center Drive, Oroville, CA - (916) 538-7541 -
CORRECTION NOTICE
-7-;?l oy
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately. 1
�Je%
1o�� �' r•a<< xiall
Date aa— 9� Inspector R t4 5 5 e
REV 10192
41
COUNTY OF BUTTE,,
. . -. .
-BUILDING DIVISION '
DEPARTMENT OF DEVELOPMENT SERVICES
41 Main Street, Chico, CA -(91q 891-2751
. 7 County Center Drive, Or Q|e|.CA-(4q 538-7541
` CORRECTION NOTICE
» a.
Z- �e-er-
OWNER PERMIT N .
.
&q
A routine inspection indicates matte following violations of Butte County »aances exist at,
/.the above address and should be corrected. Please notify this office when correction awork
w, ; completed. Hyou have any peke pertaining @ this matter, rneed additional e¥lan Kon,
Cf
Please contact this moi a_d@¥
� 2 �
K�
' w A t -e_
\ o & Ue4e--
�
�. .
w
� z
� .
rq
/'
� Z
� . .
� \ ,
±�.
�\. . .
2x Date Inspector
-k, REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
r
CORRECTION NOTICE
%7 -2i
PERMIT I
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
,;:;is:: c..�y�7it,;c..,"i4Sw ��►� :y6'i}F`a ... �Yif �; �':«i,w`L.-.
` COUNTY OF BUTTE
BUILDING DIVISION
. DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751
'I 7 County Center Drive, Oroville, CA - (916) 538-7541
CORRECTION NOTICE
�-lAr�d
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 notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
?' A=
DateInspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
CORRECTION NOTICE
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
Date v Inspector
REV 10/9
COUNTY OF BUTTE.-.DEP_4RTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NO.
I'b
`I(Rev.12/96) APPUcATN AND PERMIT q7 01c4
ASSESSOR PARCEL NUMBER
6? -S8- YA 069-580-042
ZONING
BUILDING PERMIT
OWNER
STANLEYSHARON BEECHER
TELEPHONE
SO. FI-. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
AVE9433 BRUCE RIVERSIDE 92503
2386 r_ 128,844.00
546 U 9"928,00
CONTRACTOR'S NAME
BUILDERS
TELEPHONE '
589-2574
22 UNF ' �' 34 10,948,00
CONTRACTOR'S MAILING ADDRESBETSER
287 UNE �'
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation Is
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
BUILDING ADDRESS 1 48 REGAL WAY'
Energy Plan Checking Fee $23.00
PERMIT FEE $
LOT NO.
-
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
-
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑X Duplex ❑ Mobilehome ❑ 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 m Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 2 bedroom
Gas piping system 1 - 5 outlets
15.00
15 00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE $
ELECTRICAL PERMIT
I Filin-g-Fee-1 20.00
Main Service eoov, oR LEss
200A OR LESS
1 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
(commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.P
�r t
License Class p (N�Rq� Lic. No. 3� iZ ]
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A To 1000A
46.00
NEW CONST. OWELLING OCC
OR ADONS. ( a ACC. BLOUP, S.
s0
3.50F14105 70
NEI9
NON-RESIDT MULCTI-OUTLET
@7,50
OWER APPARATUS
8 SINGLE OUTLET CIR.
EJ(, OCCU OUTLET OR FIXTURES
p
20 @ 1'00
SAL @ .50
Ex. Occup. ouxTL.eDTs RESID.OEA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE $
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
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
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
00
Hood
,
6.50
Ventilation
PERMIT FEE $
106.00
Policy NumberMobile
(The above sections need not be completed if the permit is for wor of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date _ 9s_97
Signatur of plicant - ❑ Owner ❑ Contractor CIAgent
An OSHA per It is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Home Installation Fee $
Energy Inspection Fee $ 46.00
co(N%sr,TyPE
TOTAL FEE $ 1954.35
HAZ..
I D. FEES
✓
FLOG
coF C
PD
H
1SSu
This permit is hereby issued under the applicable provisions
of the Butte Coun Code and/or Resolutions to do work
indic d above for which fees have been paid.
q ry
ByfiA VIG-1 ate
PERMIT EXPIRES ON S
Date
Receipt No.1
WHITE-D.D.S.-B.D. CA Y -ASSES OR PINK-INSPE TO GOLDENROD -APPLICANT
- •`j
'S
(Rev. 12/96)
COUNTY OF BUTTE -'DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, .CaVornia 95965 - Telephone (916) 538-7541 PERMIT NO.
APPLICATION AND PERMIT 7 - C' -
ASSESSOR PARCEL NUMB v �1
0 �0 - O (4�--, '
Z°
BUILDING PERMIT
OWNER -
TELEP DNE
SO. FT. OCC. BUILDING VALUATION
OWNERS I ADORfSANL
i v!-k�lSi
X38
�j L
CT TS�NAME
TELEPHONE
..
C0 RACTOR'S MAILING ADDRES
CONSTRUCTION LENDER
A4.el
J
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
/20.-
0.ARCHITECT
ARCHITECTOR ENGINEERS MAILING ADDRESS
Permit Fee 0V $
Sig Sp
Plan Checking Fee
BUILDING ADDRESS
Energy Plan Checking Fee $
$
�-
'
PERMIT FEE $
PLUMBING PERMIT
Fling Fee 20.00
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
USEOFSTRUCTURE
Each Trap
7.00 0-1
Solar or heat'pump water heater
23.00 .
SF Duplex ❑ Mobilehome ❑ Other
Water piping
15.00 S
SPECIFY
Each as water heater or vent
15.00 CO
TYPE OF WORK
New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Gas piping system t - 5 outlets
15.00
Building sewer
15.00 /S
Describe Work: ga
Mobile Home I S I G W
920.00
PERMIT FEE
-
ELECTRICAL PERMIT
Fling Feel 20.00
600V OR LESS
Main Service 2ooA OR LESS
23.00.
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class LIC. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING DOCUP.
OR ADONS. ( 6 ACC. BLDS.
S°
3.5¢x,
NEW CONS . MULTI.OVTLET
NON.RESID.
@7.50
POWER APPARATUS
& SINGLE OUTLET CIR
Ex. Occup. OUTLET OR FIXTURES
20
BAAL 0 .50
Ex. Occup. ..FIXED APP ASID°ew
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirinq
23.00
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
'
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
PERMIT FEE $
WORKERS' COMPENSATION DECLARATION
MECHANICAL PERMIT
Fling Fee 20.00
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
Heating •r ��'
(y�
Cooling
Hood
6.50
performance of the work for which this permit is issued.
Ventilation
4NDI-
❑ 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:
PERMIT FEE S
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.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall7
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
Mobile Home Install tion Fee $
Energy Inspection ee.'
�Vo
COVSTJ TY
V TOTAL FEE
HAZ.
r
I D. FEES P, D Df
ARC PD Hd UE
workers' compensation provisions of section 3700 of the Labor Code, I shall
This permit is hereby Issued under the applicable provisions
forthwith comply with those provisions.
of the Butte County Code and/or Resolutions to do work
X Date _
indicated above for which fees have been paid.
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
By Date
PERMIT EXPIRES ON
Receipt No. 0
Wlill'E-O.D.S.•B,D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
Dere
��"_k*"`^"'^c.rsj .:,�yi1r�'"g�-c^r-r. '�i;/4-+'}.'.+!''!'E1�in,._�4' 'Y't-'+it Y=^'' ' `' •r �. "2mv w%� +'..'' y; '�'4"'.:lr'4F1`J 3" "v'GL '!�`y i' '�-r+F`; :•-,a
COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
r'
OWNER. Je,j ASSESSOR PARCEL NUMBER:�--
Proposed Building Use. e,,d S Building Inspector: %1_& Date: —1-!% — Q V
At time of permit application, I w advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
❑ 1. All items have been submitted --------------------------------------------------------------------------------------
02. Plot plans, 3/4 sets, signed by the preparer of plans. ------
133.
-----
❑3. Complete plans, 3/4 sets, signed by the preparer of plans.
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------
06. Energy Design Compliance and supporting documentation. -------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings.
❑ 8. Hazardous Material Form. --------------------------------
❑ . Manufactured Home data and installation in tructions including Tie Down Specifications -------------------
10. Fees of $ -- --- -'--- -------1 _-- � ------------------------------------------
pactfees as shown on the attached schedule. -- --- - - ------------------- -------------------
-- ----
�z
Caffomia Department of Forestry plan appro :/fees.---91AS�'1- -------------------------- - ---
❑ 13. Flood elevation certificate.----------------------------------------------------------------------------------------
❑ 14. Sanitation and plot plan approval Health Department. ---------------------
❑ 15. City of Chico plumbing permit.-------------------------------------------------------------
❑ 16. Plo `plan and business license approval from the City of Biggs. ----------------------------------------------
W/Contact
anning approval for (A) Use: (B) Parking: --------------------------
Land Development about MImprovements, O Drainage, Legal Parcel. -----------------------
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
1120. Pre -inspection for
required. Request to Building Inspector on
021. Contractor's license information. (Number, Name Style, Classification). ---------------------------
0 22. Workers' Compensation carrier and policy number. --------------------------------------------------
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ----------------------------
F�Letter of signature authorization. --------------------------------------------------------------------------------
R'6&orded copy of Agricultural Acknowledgment Statement. --------------------------------------------------
❑26. Letter of intent on building use.----------------------------------------------------------------------------------- r
❑27. Manufactured Home utility clearance. ---------------------------------------------------------------------------
❑28. Existing violations and/or expired permits>Oe—ck—to
----------------------------------------------------------------------
029. 0433 A, ❑Grant Deed, C1M.H. tl H.C.D $ . ---------------
?13 0. Other:LA.-------
When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor.
❑Telephone 5s9 an -7 y and hold for pickup at Ofo d 111.4 office. ❑ Deliver with inspector.
Applicant: _
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air
Copy of plans sent ❑ Health Department, ❑ Fire Department,,p,,fter:
(Date)
9 - ? -p2
1. Index permit application for the above items numbered: ❑ Plan Check List
r'
2. Additional items required: �
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o B ing Division counter, by Date: l
Contractor, designer; gwner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin on counter, by Date:
Contractor, designeA, wr er, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractop, designer, owner, w advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by/ Date:
Plans reviewed by: t�. Date: /0— Plans approved by: Date:
ggSets of plans on hol in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: ,Date:
Yellow`Copy - D partment of Development Services, Building Division.
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, O.ROVILLE CA 95965 TELEPHONE (916).538-7541
SCHEDULE r nu urre DUE
OWNER A.P. #
PROPOSED BUILDING USE DATE
REC # DATE REC
1. BUILDING PERMIT FEES
-- Balance Due ................ $
Additional Fees Due ............. $
Additional Fees Due ........... $
Revised Plan Checking Fee .......
Ile,
2. SCHOOL DISTRICT FEES
1paid at District Office,
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 (per unit) x
#Units Amt.
Commercial (sq.ft.) .. x -=$
Sq.Ft. . Amt.
5. RECREATION DISTRICT FEES
(paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
425.00 (paid at Building Division)
SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion #
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the
building permit. These fees may be changed during the plan checking process.
APPLICANT DATE
Original -Owner Copy -B Iding Div. (Rev. 12/96)
,.�-»�.v•rc�.; �... `v.>�;�,s+'f'-''y�fi"I�•�. 'r�y,`fv^+..�...�r..r fi--•q.,:.�:�..,-.,,�,�,,,.�Z'�:�.rr'rt.w-�.;yrn•.�.-••v"Y7^c�'ne•K^'•,,.•9v�- •:. -
j BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One Form Per Building)
School District Building Department No.
Jurisdiction : City [ County '
Property;Owner
Property Location/Address
Subdivison Lot No.
Residential Development • Sq. Footage C�� 70 6
No. of Living MHI Addition (Group R)
Units
Commercialhha&trial 0 " '0 Sq. Footage
. New Addition (Including Exterior
1 t Roofed Areas)
�o 4 -9
BuffiribNpartment Represe6tative Date
-
;. •, - '(Floor:Plans reviewed by School District Personnel)
'.
District Identification No
(04zr�School District certifies that
(Applicant)
(Str�ddress) 6 l (Phone Number)
C44
(City) (State) (Zip Code)
has complied with the requirements of Resolution, No. —'9� -�js , y by paymppt.ofl$l
representing 2-70,? square feet. As 2926 $
FULL MITIGATION $
School District Representative Date
Paid by Check # Remarks:
Bank Number
Paid by Cash
1
• If; subsequent.to the Schoo:District Representative signing this Butte County Schools.•.Im•pact Fee 1.
Certification Form, the School District:isjnotified by the applicable Cocal Planning Agency that this project
is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to
additional, school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeformmk, (11/94)dmm
V 1t.
School District -,6r-.N
/��%�atit�t�7`�fi��u4iSuw.fywnel�'^*w�•w.y,w�;•y�q�,.i•�'�"�w4'M�^�"9j'r�!trB<ssy� y,�y'A•
COUNTY SCHO%SJMPACT FEE CERTIFICATION FORM
(One'Form Per Building)
Building Department No.
A.P. Number' S unsdiction: City County
Owner
Property
r
Location/Address
/Subdivison
Residential Development
i
H E
No. of Living MHI
Units
Lot No.
0 Sq. Footage 9 22
Addition (Group R)
I. ; Commercial%Industrial 0
Addition
t ---
Rt iilriinn rlonaftmimr�t R nrocontativc
(Floor Plans reviewed by School District Personnel)
Sq. Footage
Date
(Including Exterior
Roofed Areas)
District Identification No. v��
School District certifies that
` C (Applicant)
(Street Address) (Phone Number)
0 9
(City) (State) (Zip Code)
has complied with the requirements of Resolution No,., ,—Q �� by payment of $
a99s���o� >
representing 12 square feet. As 2926 $
FULL MITIGATION $
School istrict Representative Date
Paid by Check # Remarks:
Bank Number
Paid by Cash
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee
Certification Form, the School District is notified by the applicable Local Planning Agency that this project
is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to
additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink.,(school district) feeform.wkl (11/94)dmm
And when recorded mail to:
Building Division
#7 County Center Drive
Oroville, Ca. 95965
97-041799
NOT COMPARED W 11 M
ORIGINAL DOCUMENT
140V 0 6 1997
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation.
plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke. noise, and odor. Butte County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or
discomfort from normal. necessary farm operations.
All that real property situate in the County of Butte. State of California. described as follows:
L pwr �id�p,� CCsfAi�s
Lo P 10.7
AR A- G P - 58 - ya
Y8 eReyp/ wAy
i
Date: , / 5 Q PR RTY WNERS:
State of Californi• )
Countv of /3elMe )
On before me,
personally appeared A - I ( bee .h On �,( Ia_I I n0 E eti%l� , 1 ncrsonalh
known to me (or proved to me on thebaiis 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(ics), 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 h and official seal.
Signature Seal:
• • PERMIT NO: 24-97
Lake Oroville Area Public Utility District
1960 Erin Street
OROVILLE, CALIFORNIA 95966
533-2000
DISTRICT APPROVAL AND
VERIFICATION OF INSPECTION
BUILDING SEWERS
This verification form must be submitted to the.Butte County -Department of Public
Works Building Department prior to issuance of a building or occupancy permit,
whichever is applicable.
Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy
of this verification form, signed off by Lake Oroville Area Public Utility District, must
be submitted to Butte County.
Date: June 26, 1997
Applicant: STANLEY & SHARRON BEECHER (Better Builders Constr.)
Applicant Address: 9433 Bruce Ave., Riverside, CA 92503
Applicant Phone No.: 589-2574
Property Location(s): 48 Regal way
Lakeridge Village - Lot 109
A. P. No. (s): 69-58-42
Fees due: All fees paid.
Application for service approved:
LAKE OROVILLE AREA
PUBLIC UTILITY DISTRICT
Inspection(s) made and successful test(s) observed:
Location:
M
Date:
Lake Oroville Area Public Utility District release to close permit:
Date: By:
RESIDENTIAL PLAN CHECKING GUIDE
SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY
OWNER: BUILDINGP ER: '7
PLAN CHECKER— A. P. NUMBER: z p 2-�
GENERAL:
Zoning requirements: (side yards and number of permitted living units).
2 Valuation. 1w L rQ0 ti
Plans signed by designer.
Proper description of work on application.
S1 Existing violations on property.
d? Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). • '
W11 Recorded notice of violation.
PLOT PLAN:
Complete parcel size and dimensions.
-17 Setbacks, side yards, easements, etc: ... . ,
Other buildings or structures. -
4. Grading, fills and/or drainage.
Flood hazard.
Special conditions on creation map (Noise, SA.A., Fire S j iriklers, Water Tender, Trees, etc.).
F.A.U. & F.A.S. road setback.
Building or utilities across lot lines (Record form).
DOOR PLAN:
Complete to scale plan with dimensions.
Required windows for light and ventilation (Section 1203).
Required windows for second exit (Section 310.4).
l000 el Skylights (Section 2409 & 2603.7).
Glazing in Hazardous Locations (Section 2406).
Required room sizes, ceiling heights (Section 310.6).
G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).
Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment.
Location of water heaters, heating and cooling equipment, other electrical or gas equipment.
Garage firewall, door size and closer (Section 302.4).
Minimum of one 3'0" .exterior door (Section 1004.6). '
Fireplace and wood stove location, alcoves and clearance.
Smoke detectors (Section 310.9.1).
Plumbing fixtures, water closet clearances and shower size.
STRUCTURAL DETAILS:
Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4).
—Y Standard bracing or engineered design (Section 2326.11.3).
Clerestory requiring balloon framing and/or engineering.
. Three story building requiring engineered calculations and plans.
5. Foundation plan complete enough to construct building.
Floor construction details complete'enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Rafter ties or bearing ridge beam.
Fireplace construction details and calc. if necessary.
Garage door and/or porch deader sizes.
Stud heights.
Adobe soils'- special foundation'design:
Retaining walls requiring design. ,
`1�✓ Special Inspection requirements.
Header size.
June 1997 3.2
Stairway details: landings, rise and run, head clearance, handrails (Section 1006).
Guardrail details (Section 509).
Brick or stone veneer (Section 1403).
Exterior plaster - weep screeds (Section 2506).
Proper roof pitch for roof covering (Section 1501).
Roof covering type - (fire hazard).
Foam insulation - protection.
36" halls and stairways.
Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts.
Two exits on three - story dwellings (Section 1003).
Underfloor access and ventilation (Section 2317.7).
Attic access and ventilation (Section 1505).
Combustion air for fuel burning appliances - L.P.G. requirements.
Noise requirements on duplexes.
Energy design.
Flashing at all exterior openings.
C.D.F. responsible area requirements.
Automatic Fire Sprinkler Systems (Section 310.10)
For Inspection Jacket:-1•�
Flood Hazard/Elevation Certificate
SRA Requirements
Special Inspection Requirements
Automatic Fire Sprinklers
• ��v�,� �rLc.gs e� c�-�- ��.� r tel/ c� /�ovL
wa,L 6a&C
kxl�_ .
l C y JLSpdl e¢- ��
/-S v2vs ° tol'✓ ,d &6 Ca-
rva nc&
June 1997 C � , � J 7 ! 3.2
AO AW4#1
e-�
Better Builders -
5263. Royal Oaks Dr
Oroville, CA 95966'
Re: Permit appin #97-2104
(BEECHER)
With reference to the above subject, attached is:
[ ] Plan Check List
[ ] Red Marked Calculations
[ ] Red Marked Plans
[X] Other
W E A L T H A N D B E A U T Y
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397
TELEPHONE: 1916) 538-7541
FAX: (916) 533-2140
October 16, 1997
A.P.# 069-58-0-042
Action Required:
[ ] Comply with Plan Check List
[ ] Resubmit Plans with Revisions As Required
[ ] Return All Original Materials and Revised Plans to the Building Department
[ ] Other I
Should you have any i
listed above.
juestions, please contact this office at the address or phone number
Sincerely,
LI DA SEXTON
PLAN CHECKER 11
LAND OF NATURAL W EALTH AND BEAUTY
•xRt'�'�;N`''¢`'?
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965.3397
TELEPHONE: (916) 538-7541
FAX:: (916) 533.2140
STANLEY & SHARON BE CHER 10/9/97
9433 BRUCE AVE
RIVERSIDE, CA 92503
Re: B.P.#97-2104 A. PJ 069-58 -042
(
With reference to the above subject, attached is:
[K ] Plan Check List
[ ] Red Marked Ca culations
[ ] Red Marked Plans
[ ] Other
Action Required:
i
[ x] Comply with PI n Check List
( ]. Resubmit Plans, ith Revisions As Required
(] Return All Original Materials and Revised Plans to the Building Department
[ ] Other .
Should you have any questions, please contact this office at the address or phone number
listed above.
Sincerely,
LINDA SEXTON
PERMIT APPLICANT
'BEECHER, STANLEY & SHARON
ASSESSOR PARCEL NO. 069-580-042
PERMIT NO. 97-2104
DATE 10/9/97
The above referenced building plans were reviewed by this office. Provide
additional information and/or make appropriate revisions to plans,
specifications, and calculations as follows:
'I
YOUR FRONT DOOR REDUCES YOUR UPSTAIRS LANDING BY MORE THAN 7". PLEASE HAVE
DOOR OPEN THE OTHER WAY.
PROVIDE 1 MORE SET OF ROOF TRUSSES. (I RECEIVED 1 SET OF ROOF & 3 OF FLOOR)
YOUR FLOOR TRUSSES AROUND THE STAIRWAY HAVE NO BEARING. PLEASE REVISE THE PLAN.
4." YOU MAY NOT PUT WINDOWS, SHEET ROCK, INSULATION OR A SLAB IN CRAWL SPACE.
REMOVE "CRAWLSPACE" WINDOW FROM ENERGY CALC'S AND ADD THE 2°5° WINDOW IN FRONT
OF THE STAIRWAY. ALSO ADD THE GLAZING IN THE FRONT DOOR.
PROVIDE LATERAL DESIGN AT YOUR REAR COVERED PORCH. ALTERNATE BRACED WALL ON
CRIPPLE WALLS, AND MUST BE 25 FEET CENTER TO CENTER.
LINDA SEXTON - PLAN CHECKER
If you wish to discuss any requirements, you may contact me at (916) 538-7541
between.1:00p.m. and 4:00 p.m., Monday through Thursday.
LAND DEVELOPMENT
BUILDING/ ENVIRONMENTAL HEALTH PERMIT CLEARANCE Building Permit No. l �' q C�
OWNERSlA P
NAME:&ec� 2f^ NUMBER:
PRINT LAST NAME FIRST
COUNTY ZONING
DESIGNATION: FLOOD ZONE: FLOOD MAP:
APPROVED:' CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS OR MAP _/
DEED INFORMATION: `
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES ~T NO
COMMENTS/CONDITIONS: -
MAP INFORMATION: �ii7 Yom-/ 0 6,67
DATE OF RECORDING U S l LOT % O/ BOOK P S PAGE 11-15
COMPLIANCE WITH OLD SUBDIVI ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIWS/ON UNLESS OTHERW/SENOTED.
1. Maintain a 50 ft. building setback from centerline of road.
_ 2. Maintain a ft.building setback from right-of-way/centerline of
_ 3. Comply with Zoning code for building setback from road.
_ 4. Maintain a 100 ft. leachfield setback from all existing wells.
5. Maintain a ft. leachfield setback from
_ 6; Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
_ 8. Connect to a public water supply.
9. Connect to a public sewer system.
10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National
Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile
homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department
specifications, serves the parcel.
11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
_ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
— 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
_ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated
in the Oroville Area Traffic Mitigation Fee Agreement. PeynwW to be dude to the PAwYA ny Division.
_ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic
safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3
requirements of the Uniform Building Code.
_ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 17. Pay school impact mitigation fees.
X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte
County Code.
_ 19. Wood stoves and fireplace inserts shall be EPA.approved and designed to meet1he emission requirements of the California
Clean Air Act of 1988 as amended.
_ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find
pending examination of the site by a professional archaeologist. This person would then be able to assess the site
significance and suggest appropriate mitigation measures.
21.
22
23.
24.
25.
26.
'AIO 1N3Wd013A3€10NT1
31018 A® AlWrb
L6610Ed35
a3ni333a
LD 7/96
CAWP51 \FORMS.K\BLDGPERM.CLR
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Project Title.......... Beecher Residence Date........ 10/24/97
Project Address........ Regal Way, Lot 109 *******
Oroville, CA 95966 *v4.50* - �p
Documentation Author... Donna Wallace ******* Building Per it/
Wallace Energy Consulting ,6-
399 East 9th Avenue Plan Check /'Date
Chico, CA 95926
916-893-4982 Field Check/ Date-
Climate
a eClimate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Stories..........
Floor Construction Type....
Glazing Percentage.........
Average Glazing U -value....
3034 sf
Single Family Detached
New
Front Facing 247 deg (SW)
1
2
Slab On Grade
15.7 % of floor area
0.6 Btu/hr-sf-F
BUILDING SHELL INSULATION
Component Frame Cavity Sheathing Insul Assembly
Type Type R -value R -value R -value U -value Location/Comments
Wall Wood R-21 R-0 R-21 0.059 Stucco siding
Mechanical rm
Vault abv. gar
Crawlspace
Wall Wood R-17.8 R-0 R-17.8 0.065 Common to gar
Roof Wood R-11 R-27 R-38 0.025 Attic
SlabEdge n/a R-0 R-n/a R-0 0.720 To outside
Retaining wall
SlabEdge n/a R-0 R-n/a R-0 0.420 Crawlspace
Wall n/a R-0 R-n/a R-0 0.575 Mechanical rm
Door n/a R-0 R-n/a R-0 0.330 Entry, Laundry
Floor Wood R-0 R-0 R-0 0.097
FENESTRATION
# of Interior Over -
Area U- Pan- Shading/ Exterior hang/
Orientation (sf) Value es Description Shading Fins
Window Front (SW) 14.0 0.600 2 None No (e Tres
Window Front (SW) 14.0 0.570 2 None ;1.:nL--
Door Front (SW) 11.5 0.550 2 NoneI
Window Front (SW) 10. 0 0. 600 2 Drapes. St`d' k°` �N�enke I Yes
Window Right (SE) 16.0 0.600 2 Drap O,4X) ' r 'NNor e Yes
Window Right (SE) 4.0 0.600 2 None ne None
Window Right (SE) 32.5 0.600 2 DrapesokSty None None
Window Back (NE) 192.0 0.600 2 Drapes.Std None Yes
Door Back (NE) 36.0 0.600 2 Drapes.Std None Yes
Framing
Type
Vinyl
Vinyl
Wood
Vinyl
Vinyl
Vinyl
Vinyl
Vinyl
Vinyl
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 2
CF -1R
Project Title.......... Beecher Residence
Date........
10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995' User -Wallace Energy Consulting Run -Beecher Residence
FENESTRATION
Water Heater to meet minimum C.EC Standards
SPECIAL FEATURES/REMARKS
Definition of Conditioned Floor Area (CFA) (P400-95-002, page
G-11, Addendum page dated March 1, 1996) states 'CFA is calcu-
lated from the plan dimensions of the building including the
the floor area of all conditioned and indirectly conditioned
space on all floors ...'
The definition of Indirectly Conditioned Space (P400-95-002, page
G-29, Addendum dated March 1, 1996) confirms that the Crawlspace
and the Crawlspace containing the furnaces (called the Mechanical
Room in these calculations) are indirectly conditioned spaces.
These spaces are enclosed, unconditioned, and have an area -
weighted heat transfer coefficient to directly conditioned space
which exceeds that to the outdoors.
# of Interior
Over -
Area U- Pan- Shading/
Exterior hang/ Framing
Orientation
(sf) Value es Description
Shading Fins Type
Window Back (NE)
48.0 0.600 2 Drapes.Std
None None Vinyl
Window Left (NW)
66.0 0.600 2 Drapes.Std
None Yes Vinyl
Window Left (NW)
32.5 0.600 2 Drapes.Std
None None Vinyl
THERMAL MASS
Area Thickness
Type
Exposed (sf) (in)
Location/Comments
S1abOnGrade
No 1151 3.5
Lower floor
InteriorHorz
- Yes 366 4.0
Crawlspace soil
ExteriorVert
Yes 40 8.0
Mechanical room
BelowGrade
Yes 418 8.0
Retaining wall
HVAC SYSTEMS
Minimum Duct
Duct Thermostat
Equipment Type Efficiency Location
R -value Type
Furnace
0.780 AFUE Conditioned
R-0 Setback
ACSplit
10.00 SEER Conditioned
R-0 Setback
Furnace
0.780 AFUE Conditioned
R-0 Setback
ACSplit
10.00 SEER Conditioned
R-0 Setback
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
Water Heater to meet minimum C.EC Standards
SPECIAL FEATURES/REMARKS
Definition of Conditioned Floor Area (CFA) (P400-95-002, page
G-11, Addendum page dated March 1, 1996) states 'CFA is calcu-
lated from the plan dimensions of the building including the
the floor area of all conditioned and indirectly conditioned
space on all floors ...'
The definition of Indirectly Conditioned Space (P400-95-002, page
G-29, Addendum dated March 1, 1996) confirms that the Crawlspace
and the Crawlspace containing the furnaces (called the Mechanical
Room in these calculations) are indirectly conditioned spaces.
These spaces are enclosed, unconditioned, and have an area -
weighted heat transfer coefficient to directly conditioned space
which exceeds that to the outdoors.
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 3
CF -1R
Project Title.......... Beecher Residence
Date........
10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
SPECIAL FEATURES/REMARKS
Therefore, conditioned floor area = 1517 x 2 = 3034 sf
Note to Building Department Plan Checker:
Donna Wallace, the documentation author of calculations dated
10/24/97, started with the file created by Steve Nelson dated
10/13/97. She made the following changes:
1) Glazing has been included for the Entry Door. See Door #22
and Fenestration #3.
2) The Crawlspace and Mechanical Room (shown as crawlspace
containing furnaces on the working drawings) are indirectly
conditioned space and have been included in the conditioned floor
area. All exterior surfaces for indirectly conditioned space
have been added to the file. Surfaces between indirectly and
directly conditioned space have deleted.
3) The furnaces and water heater were changed to propane with
minimum efficiencies.
4) The electric condensing units were changed to minimum
efficiency units.
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 4
CF -1R
Project Title.......... Beecher Residence
Date........
10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
implement them. This certificate has been signed by the individual with
overall design responsibility. When this certificate of compliance is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features/
Remarks section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name.... John Starr
Company. Better Builders Const.
Address. 5263 Royal Oaks Drive
Oroville, CA 95966
Phone... (916) 589-2574
License. #323225
Signed...
(da - -e)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
(date)
Name.... Donna Wallace
Company. Wallace Energy Consulting
Address. 399 East 9th Avenue
Chico, CA 95926
Phone... 916-893-4982
Signed.. D�w►� (/1 1O/2-4-/177
-TTate)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach
used. Items marked with an asterick (*) may be superseded by more stringent compliance requirements listed on the
Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be
considered by all parties as binding minimum component performance specifications for the mandatory measures whether they
are shown elsewhere in the documents or on this checklist only.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures
*150(x): Minimum R-19 ceiling insulation.
R-38
150(b): Loose fill insulation manufacturer's labeled R -value.
N/A
*150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal
R-19
framed walls (does not apply to exterior mass walls).
N/A
150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete
raised floors.
N/A
150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor
transmission rate no greater than 2.0 perm/inch.
Fiberglass
118: Insulation specified or installed meets insulation quality standards. Indicate
type and form. Rigid Insulation and
Batts
116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit
air leakage.
2. Manufactured fenestration products have label with certified U -value and
By Contractor
infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and
sealed.
N/A
150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only.
150(f): Special infiltration barrier installed to comply with Section 151 meets Commission
quality standards.
N/A
150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs
1. Masonry and factory -built fireplaces have:
'a. Closable metal or glass door
b. Outside air intake with damper and control
By Contractor
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
By Contractor
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
Attached
150(i): Setback thermostat on all applicable heating and/or cooling systems.
By Contractor
150(j): Pipe and Tank Insulation
1. First 5 feet of pipes closest to water heater tank, non -recirculating systems,
insulated (R-4 or greater).
2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water
tanks have R-12 external insulation or R-16 combined internal/external insulation.
By Contractor
3. All buried or exposed piping insulated in recirculating sections of hot water
systems.
4. Cooling system piping below 55 degrees Fahrenheit insulated.
5. Piping insulated between heating source and indirect hot water tank.
*150(m): Ducts and Fans
1. Ducts constructed, installed and sealed to comply with UMC Sections 601 and 603;
ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely
within conditioned space.
By Contractor
2. Exhaust fan systems have backdraft or automatic dampers
3. Gravity ventilating systems serving conditioned space have either automatic or
readily accessible, manually operated dampers.
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off switch, weatherproof
operating instructions, no electric resistance heating and no pilot light.
2. System is installed with:
N/A
a. At least 36" pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and circulation pump time switch.
115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking
appliances have no continuously burning pilot light. (Exception: Non -electrical
Propane - N/A
cooking appliances with pilot < 150 Btu/hr.)
Lighting Measures
150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water
By Contractor
closets; and recessed ceiling fixtures IC (insulation cover) approved.
Residential Compliance Form. March 1, 1996
COMPUTER METHOD SUMMARY Page 1 C -2R
Project Title.......... Beecher Residence Date........ 10/24/97
Pro'ect Add R 1 W L t *****
ress........ ega ay, 0 109 4646
Oroville, CA 95966 *v4.50*
Documentation Author... Donna Wallace 4646***** Building Permit
Wallace Energy Consulting
399 East 9th Avenue Plan Check Da e
Chico, CA 95926
916-893-4982 Field Check/ Date
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
MICROPAS4 ENERGY USE SUMMARY
Energy Use
(kBtu/sf-yr)
Space Heating..........
Space Cooling..........
Water Heating..........
Total
Standard
Proposed
Compliance
Design
Design
Margin
12.86
10.39
2.47
10.05
4.89
5.16
8.61
8.61
0.00
31.52
23.89
7.63
*** Building complies with Computer Performance ***
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Building Stories.
Weather Data Type..........
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Footprint Area .............
Ground Floor Area..........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -value....
Average Ceiling Height.....
3034 sf
Single Family Detached
New
Front Facing 247 deg (SW)
1
2
ReducedYear
Slab On Grade
2
24812 cf
1151 sf
1151 sf
1151 sf
15.7 % of floor area
0.6 Btu/hr-sf-F
8.2 ft
COMPUTER METHOD SUMMARY Page 2 C -2R
Project Title.......... Beecher Residence Date........ 10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
BUILDING ZONE INFORMATION
Surface
LOWER
18 S1abEdge
19 S1abEdge
20 SlabEdge
PERIMETER LOSSES
Length F2 Insul Solar
(ft) Factor R-val Gains Location/Comments
107 0.720 R-0
53 0.720 R-0
17 0.420 R-0
No To outside
No Retaining wall
No Crawlspace
Floor
# of
Vent
Special
Area
Volume
Dwell
Cond-
Thermostat
Height
Vent Area
Zone Type
(sf)
(cf)
Units
itioned
Type
(ft)
(sf)
MAIN FLR
Residence
1517
12676
0.50
Yes
Setback
8.0
n/a
LOWER
Residence
1517
12136
0.50
Yes
Setback
8.0
n/a
OPAQUE SURFACES
Area
U-
Insul
Act
Solar
Form 3
Location/
Surface
(sf)
value
R-val
Azm Tilt
Gains
Reference
Comments
MAIN FLR
1 Wall
97
0.059
21
247
90
Yes
W.21.2X6.16
Stucco
siding
2 Wall
32
0.065
17.8
247
90
No
W.19.2X6.16
Common
to gar
3 Wall
154
0.065
17.8
247
90
No
W.19.2X6.16
Common
to gar
4 Wall
61
0.065
17.8
157
90
No
W.19.2X6.16
Common
to gar
5 Wall
294
0.059
21
157
90
Yes
W.21.2X6.16
Stucco
siding
8 Wall
144
0.059
21
67
90
Yes
W.21.2X6.16
Stucco
siding
9 Wall
208
0.059
21
67
90
Yes
W.21.2X6.16
Vault
abv. gar
12 Wall
88
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
13 Wall
265
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
17 Roof
1517
0.025
38
n/a
0
Yes
R.38.2X4.24
Attic
22 Door
9
0.330
0
247
90
Yes
None
Entry
23 Door
18
0.330
0
247
90
No
None
Laundry
LOWER
6 Wall
181
0.059
21
157
90
Yes
W.21.2X6.16
Stucco
siding
7 Wall
48
0.059
21
157
90
Yes
W.21.2X6.16
Mechanical
rm
10 Wall
144
0.059
21
67
90
Yes
W.21.2X6.16
Stucco
siding
11 Wall
208
0.059
21
67
90
Yes
W.21.2X6.16
Stucco
siding
14 Wall
88
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
15 Wall
128
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
16 Wall
114
0.059
21
337
90
Yes
W.21.2X6.16
Crawlspace
4 ExteriorVert
(Thermal
Mass)
21 Wall
40
0.575
0
157
90
Yes
None
Mechanical
rm
Surface
LOWER
18 S1abEdge
19 S1abEdge
20 SlabEdge
PERIMETER LOSSES
Length F2 Insul Solar
(ft) Factor R-val Gains Location/Comments
107 0.720 R-0
53 0.720 R-0
17 0.420 R-0
No To outside
No Retaining wall
No Crawlspace
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title.......... Beecher Residence Date........ 10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run-Beecher.Residence
`•
FENESTRATION SURFACES
# of
Vent
SC
SC
Interior
Area
Pan-
Frame
Open
U-
Act
Glass
Int
Shading/
Surface
(sf)
es
Type
Type
value
Azm
Tlt
Only
Shade Description
MAIN FLR
1
Window
14.0
2
Vinyl
Slider
0.600
247
90
0.88
0.78
None
2
Window
7.0
2
Vinyl
Fixed
0.570
247
90
0.88
0.78
None
3
Door
11.5
2
Wood
Hinged
0.550
247
90
0.88
0.78
None
4
Window
7.0
2
Vinyl
Fixed
0.570
247
90
0.88
0.78
None
5
Window
10.0
2
Vinyl
Slider
0.600
247
90
0.88
0.78
Drapes.Std
6
Window
16.0
2
Vinyl
Slider
0.600
157
90
0.88
0.78
Drapes.Std
10
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
11
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
12
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
13
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
14
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
15
Door
18.0
2
Vinyl
Hinged
0.600
67
90
0.88
0.78
Drapes.Std
22
Window
15.0
2
Vinyl
Slider
0.600
337
90
0.88
0.78
Drapes.Std
23
Window
15.0
2
Vinyl
Slider
0.600
337
90
0.88
0.78
Drapes.Std
24
Window
21.0
2
Vinyl
Slider
0.600
337
90
0.88
0.78
Drapes.Std
LOWER
7
Window
4.0
2
Vinyl
Slider
0.600
157
90
0.88
0.78
None
8
Window
15.0
2
Vinyl
Slider
0.600
157
90
0.88
0.78
Drapes.Std
9
Window
17.5
2
Vinyl
Slider
0.600
157
90
0.88
0.78
Drapes.Std
16
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
17
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
18
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
19
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
20
Window
24.0
2
Vinyl
Slider
0.600
67
90
0.88
0.78
Drapes.Std
21
Door
18.0
2
Vinyl
Hinged
0.600
67
90
0.88
0.78
Drapes.Std
25
Window
15.0
2
Vinyl
Slider
0.600
337
90
0.880.78
Drapes.Std
26
Window
15.0
2
Vinyl
Slider
0.600
337
90
0.88
0.78
Drapes.Std
27
Window
17.5
2
Vinyl
Slider
0.600
337
90
0.88
0.78
Drapes.Std
OVERHANGS AND SIDE
FINS
Window-
Overhang
Left Fin
Right
Fin -
Area
Left
Rght
Surface
(sf)
Hght
Wdth
Dpth Hght
Ext
Ext
Ext
Dpth
Hght Ext Dpth
Hght
MAIN FLR
1
Window
14.0
3.5
n/a
7.3 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
2
Window
7.0
6.7
n/a
8.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
3
Door
11.5
5.5
n/a
8.0 1.0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
4
Window
7.0
6.7
n/a
8.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
5
Window
10.0
5.0
n/a
8.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
6
Window
16.0
4.0
n/a
2.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
10
Window
24.0
6.0
n/a
2.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
it
Window
24.0
6.0
n/a
2.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
12
Window
24.0
6.0
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
13
Window
24.0
6.0
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
14
Window
24.0
6.0
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
15
Door
18.0
6.7
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
COMPUTER METHOD SUMMARY Page 4 C -2R
Project Title.......... Beecher Residence Date........ 10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CT21iS92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
Surface
22 Window
23 Window
24 Window
LOWER
18 Window
19 Window
20 Window
21 Door
25 Window
Surface
OVERHANGS AND SIDE FINS
Window- Overhang
Area Left Rght
(sf) Hght Wdth Dpth Hght Ext Ext Ext
15.0 5.0 n/a 28.0 0.5 n/a n/a n/a
15.0 5.0 n/a 2.0 0.5 n/a n/a n/a
21.0 3.5 n/a 2.0 0.5 n/a n/a n/a
24.0
6.0
n/a
11.0
0.5
n/a
n/a
24.0
6.0
n/a
11.0
0.5
n/a
n/a
24.0
6.0
n/a
11.0
0.5
n/a
n/a
18.0
6.7
n/a
11.0
0.5
n/a
n/a
15.0
5.0
n/a
26.0
1.3
n/a
n/a
INTER -ZONE
SURFACES
Area Insul Form 3
(sf) U -value R-val Reference
n/a
n/a
n/a
n/a
n/a
MAIN FLR/LOWER
1 Floor 1517 0.097 R-0 FC.0.2X6.16
THERMAL MASS
Mass Type
LOWER
1 S1abOnGrade
2 InteriorHorz
3 ExteriorVert
4 BelowGrade
Area Thick
(sf) (in)
Heat Conduct- Surface
Cap ivity R -value
Left Fin
Dpth Hght Ext
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Right
Fin-
Dpth
Hght
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
Location/Comments
Location/Comments
1151
3.5
28.0 0.98
R-2.0
Lower floor
366
4.0
27.0 0.60
R-0.0
Crawlspace soil
40
8.0
28.0 . 0.98
R-0.0
Mechanical room
418
8.0
28.0 0.98
R-0.0
Retaining wall
HVAC SYSTEMS
Minimum Duct
System Type Efficiency Location
MAIN FLR
Furnace
ACSplit
LOWER
Furnace
ACSplit
0.780 AFUE Conditioned
10.00 SEER Conditioned
0.780 AFUE Conditioned
10.00 SEER Conditioned
Duct Duct
R -value Efficiency
R-0
1.000
R-0
1.000
R-0
1.000
R-0
1.000
COMPUTER METHOD SUMMARY Page 5 C -2R
Project Title.......... Beecher Residence Date........ 10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES/REMARKS
Definition of Conditioned Floor Area (CFA) (P400-95-002, page
G-11, Addendum page dated March 1, 1996) states 'CFA is calcu-
lated from the plan dimensions of the building including the
the floor area of all conditioned and indirectly conditioned
space on all floors ...'
The definition of Indirectly Conditioned Space (P400-95-002, page
G-29, Addendum dated March 1, 1996) confirms that the Crawlspace
and the Crawlspace, containing the furnaces (called the Mechanical
Room in these calculations) are indirectly conditioned spaces.
These spaces are enclosed, unconditioned, and have an area -
weighted heat transfer coefficient to directly conditioned space
which exceeds that to the outdoors.
Therefore, conditioned floor area = 1517 x 2 = 3034 sf
Note to Building Department Plan Checker:
Donna Wallace,. the documentation author of calculations dated
10/24/97, started with the file created by Steve Nelson dated
10/13/97. She made the following changes:
1) Glazing has been included for the Entry Door. See Door #22
and Fenestration #3.
2) The Crawlspace and Mechanical Room (shown as crawlspace
containing furnaces on the working drawings) are indirectly
conditioned space and have been included in the conditioned floor
area. All exterior surfaces for indirectly conditioned space
have been added to the file. Surfaces between indirectly and
directly conditioned space have deleted.
3) The furnaces and water heater were changed to propane with
minimum efficiencies.
4) The electric condensing units were changed to minimum
efficiency units.
HVAC SIZING Page 1 HVAC
Project Title.......... Beecher Residence Date........ 10/24/97
Pro'ect Address R 1 L t 109 *******
........ ega W
ay, o
Oroville, CA 95966 *v4.50*
Documentation Author... Donna Wallace ******* Building Permit
Wallace Energy Consulting
399 East 9th Avenue Plan Check Da e
Chico, CA 95926
916-893-4982 Field Check/ Da e
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -HVAC SIZING
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
GENERAL INFORMATION
Floor Area .................
3034 sf
Volume ....... ............
24812 cf
Front Orientation..........
Front Facing
Sizing Location............
OROVILLE RS
Latitude... .... ........
39.5 degrees,
Winter Outside Design......
30 F
Winter Inside Design.......
70 F
Summer Outside Design......
104 F
Summer Inside Design.......
78 F
SummerRange........ .....
37 F
Interior Shading Used......
No
Exterior Shading Used......
No
Overhang Shading Used:.....
No
Latent Load Fraction.......
0.20
Description
HEATING AND COOLING LOAD SUMMARY
247 deg (SW)
Heating Cooling
(Btuh) (Btuh)
Opaque Conduction and Solar...... 13067 5433
Glazing Conduction ............... 11396 7408
Glazing Solar ................ n/a 16527
Infiltration ..................... 14113 5794
Internal Gain .................... n/a 2100
Ducts............................ 0 0
Sensible Load .................... 38576 37262
Latent Load ...................... n/a 7452
Minimum Total Load 38576 44714
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
HVAC SIZING Page 2 HVAC
Project Title....... . Beecher Residence Date........ 10/24/97
MICROPAS4 v4.50 File-BEECHER3 Wth-CTZ11S92 Program -HVAC SIZING
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
HEATING AND COOLING LOAD SUMMARY BY ZONE
ZONE 'MAIN FLR'
Floor Area ....................... 1517 sf
Volume ........................... 12676 cf
Sensible Load .................... 18375
LatentLoad ...................... n/a
Minimum Zone Load 18375
ZONE 'LOWER'
Floor Area ....................... 1517 sf
Volume ........................... 12136 cf
Description
Opaque Conduction and Solar...:..
Glazing Conduction ...............
GlazingSolar .................. ..
Infiltration ......................
Internal Gain._.; ............
Ducts............................
Sensible Load ....................
LatentLoad. .....................
Heating
(Btuh)
Cooling
(Btuh)
3708
3944
8921
2960
1050
0
20584
4117
24700
Cooling
(Btuh)
7971
Heating
Description
(Btuh)
Opaque Conduction and Solar......
5097
Glazing Conduction ...............
6068
GlazingSolar .....................
n/a
Infiltration .....................
7210
InternalGain ....................
n/a
Ducts.. ............................
0
Sensible Load .................... 18375
LatentLoad ...................... n/a
Minimum Zone Load 18375
ZONE 'LOWER'
Floor Area ....................... 1517 sf
Volume ........................... 12136 cf
Description
Opaque Conduction and Solar...:..
Glazing Conduction ...............
GlazingSolar .................. ..
Infiltration ......................
Internal Gain._.; ............
Ducts............................
Sensible Load ....................
LatentLoad. .....................
Heating
(Btuh)
Cooling
(Btuh)
3708
3944
8921
2960
1050
0
20584
4117
24700
Cooling
(Btuh)
7971
1725
5328
3463
n/a
7606
6903
2834
n/a
1050
0
0
20202 16678
n/a 3336
Minimum Zone Load 20202 20014
PERMIT APPLICANT STANLEY BEECHER PERMIT NO. 97-2104
ASSESSOR PARCEL N0. 069-58-0-042 DATE 10/16/97
The above referenced building plans were reviewed by this office. Provide
additional information and/or make appropriate revisions to plans,
specifications, and calculations as follows:
Your front door reduces your upstairs landing by more than 7". Please
have door open the other way.
Floor trusses 3,4,& 5 do not have any bearing. Please revise your upper
floor framing plan to agree with the truss layout.
3. Your permit fees have been increased due to unfinished area downstairs.
4. I am sending a -new school district form to include all accessible space
downstairs.
5.
I 5. Energy Calc's:
a Include glazing in front door
b Provide make and model number for furnaces and a
(HSPF=8.00 SEER=13.30)
c Provide make and model number for water heater
d. Ducts are not all in conditioned space
0
W
If you wish to discuss any requirements, you may contact me at (916) 538-7541
between 1:00p.m. and 4:00 p.m., Monday through Thursday.
r MICHAEL MOONEY
.> CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
Date: 10/08/97 Page.
RESTRAINED RETAINING WALL DESIGN
BEECHER/STARR
B/A5 s
WALL DATA
0.350
Soil to Neglect
FOOTING DATA
Factor'of Safety
1.75 :1
SOIL DATA
Retained Soil Mt., =
5.67
ft
Footing Thickness =
12.00
in•
,Allow. Soil Bearing
-23 ft-# Rebar Choices
One -Way Shear:
25.60
Toe Width =
0.67
ft
Active Fluid Press
Ht. Above Top Support
0.67 -ft
Heel Width =
1.00
ft
Design Fluid Press
Dist:.Ftg. To Top Support
5.83
ft
Total Footing Width =
1.67
ft
Backfill.Slope
Total Wall Height =
6.50
ft
Passive Lateral =
250.0
psf
-0.15
Fixity a Base of Wall =
0
%
Key Depth
12.00
in
Soil Density
VERTICAL LOADS
Key Width =
20.00
in
Soil Ht Over Toe
Axial DL on Stem
195.0
plf
Key Dist. to Toe =
0.00
ft
DESIGNS
Axial LL on Stem
80.0
plf
ARY
....Eccentricity =
1.25
in
Pressure a Toe
NOTE 11 Maximum
Moment Occurs at
Ecc. of Resultant
Surcharge over Toe
0.0
psf
Pressure a Heel
Kern Distance
Surcharge over Heel
100.0
psf
Allowable Press. =
vto-3
.2 Ht
Footing One -Way Shear:
LATERAL LOADS
OK
Sliding F.O.S.
OK
a Toe
Lateral Load Acting ona
OK
OK
Dist. above Ftg
Heel
Stem above soil =
0.0
psf
Restraint Force Req'd
�
Allowable Shear
Add'l Lateral Load . _
0.0
plf
at Top of Wall =
244.0
#
Footing Overturning
...Top Ftg to load stat
0.00
ft
Additional Restraint
Reber Spacing
18.0
Stability Ratio
..Top Ftg to load start
0.00
ft
Req'd at Bottom
0.0
#
in
SLIDING CHECK a BASE
Center
Center
FOOTING
DESIGN
Ftg/Soil Friction
0.350
Soil to Neglect
= 0.00 in
Factor'of Safety
1.75 :1
Lateral Pressure
608.5 #
- Passive Pressure
= 500.0 #
- Friction Pressure
= 563.3 #
Addn'l Force Req'd
= 0.0 #
STEM DESIGN DATA
Stem Material :Concrete
f'c = 2500 psi
Fy = 40000 psi
Rebar Cover = 3.00 in
Wall Thickness 8.00 in
L
�Lf !1 4 at
91�-oC/V
F CALIF
= 1500 psf
30 pcf
30.00 pcf
0.00 :1
100.0 pcf
= 0.00 in
= 1.77 in
= 3.34 in
0.00 psi
= 11.60 psi
85.0 psi
3.18 :1
Soil Press. Mult.
Toe
Heel f'c _
by ACI 9-1
= 2085
643 psf Fy
Mu - Upward
= 425
41 ft-# Min. Asteel %
Mu - Downward
47
64 ft-#
Mu -Design
= 377
-23 ft-# Rebar Choices
One -Way Shear:
25.60
Toe
2500 psi
40000 psi
0.0014
Heel
Actual
= 0.0
11.6
psi
#4 a
16.52
-16.44 in
Allow*.85
= 85.0
G5.0
psi
#5 a
25.60
-25.48
in
Cover over Reber
-3.35
20.69
in
#6 a
36.33
-36.17
in
Ru - Mu/bd'
6
0
psi
#7 a
48.00
-49.32
in
As Req'd
= 0.15
-0.15
in2
#8 a
48:00
-64.94
in
#9 a
48.00
-82.20
.in
STEM SECTION
DESIGNS
NOTE 11 Maximum
Moment Occurs at
2.52
ft above
Top of
Footing .
Top
.8 Ht
.6 Ht
.4 Ht
.2 Ht
Bottom
OK
OK
OK
OK
OK
OK
Dist. above Ftg
6.50
5.20
3.90
2.60
1.30
0.00
ft
Bar Size
5.00
5.00
5.00
5.00
5.00
0.00
Reber Spacing
18.0
18.0
{
18.0
18.0
18.0
18.0
in
Rebar Location
Center
Center
Center
Center,,
Center
Center
Rebar 'd' Dist.
4.00
4.00
4.00
4.00
4.00
4.00
in
Tension Face
Front
Front
Front
Front
Front
Front
Moments: Actual
0
204
624
805
634
0
ft-# .
Allowable
2379
2379
2379
2379
2379
0
ft-#
Shears: Actual
0.0
8.0
5.1
0.4
6.1
0.0
#
Allowable
85.0
85.0
85.0
85.0
85.0
85.0
#
Wall Weight
96.67
96.67
96.67
.
96.67
96.67
96.67
psf
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
ti
MICHAEL MOONEY•
-CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
RESTRAINED RETAINING WALL DESIGN
BEECHER/STARR
C/A5 AS
Date: 10/08/97
Page: 2
WALL DATA
FOOTING DATA
ft
Passive lateral a
SOIL DATA
psf
Retained Soil Ht. _
7.67 ft Footing Thickness =
12.00
in
Allow. Soil Bearing =
1500 psf
in
,
Toe Width =
0.92
ft
Active Fluid Press =
30 pcf
Ht. Above Top Support .
0.67 ft Heel Width _
1.25
ft
Design Fluid Press =
30.00 pcf
D' t• Ft To Ton SuppnFt
7.83 ft Total Footing Width
2.17
ft
Backfill Slope
0.00 :1
is •g.
Total Wall Height =
8.50
ft
Passive lateral a
250.0
psf
Lateral Pressure
Fixity a Base of Wall'
0
%
Key Depth
16.00
in
Soil Density
VERTICAL LOADS
242 ft-#
Mu -
Key Width a
26.00
in
Soil Ht Over Toe
Axial DL on Stem =
195.0
plf
Key Dist. to Toe
0.00
ft
-36.17
Axial LL on Stem
80.0
plf
1
psi
SUMMARY
....Eccentricity =
1.25
in
Pressure a Toe a
1435.3
psf
Ecc. of Resultant
Surcharge over Toe =
0.0
psf
Pressure is Heel =
717.7
psf
Kern Distance
Surcharge over Heel =
100.0
psf
Allowable Press. =
1500.0
psf
Footing One -Way Shear:
LATERAL LOADS
48.00
-82.20
Sliding F.O.S. =
1.55
:1
@ Toe
Lateral Load Acting on
DESIGNS
@ Heel*
Stem above soil =
0:0
psf
Restraint Force Req'd
Moment Occurs
at
Allowable Shear
Add'l Lateral Load =
0.0
plf
at Top of Wall =
404.5
#
Footing Overturning
....Top Ftg to load stag#
0.00
ft
Additional Restraint
.4 Ht
.2 Ht
Stability Ratio
....Top Ftg to load staRt
0.00
ft
Req'd at Bottom
0.0
#
SLIDING CHECK a BASE
OK
OK
FOOTING
DESIGN
Ftg/Soil Friction
= 0.350
Soil to Neglect
= O.00.in
Factor of Safety
= 1.55 :1
Lateral Pressure
= 968.1 #
- Passive Pressure
= 680.6 #
- Friction Pressure
= 817.6 #
Addn'l Force Req'd
= 0.0 #
STEM DESIGN DATA
Stem Material :Concrete
f'c 2500 psi
Fy = 40000 psi
Rebar Cover 3.00 in
Wall Thickness 8.00 in
Soil
Press. Mult.
Toe
Heel f'c
by
ACI 9-1
= 2024
1012 psf Fy
Mu -
Upward
= 796
188 ft-# Min. Asteel.7
Mu -
Downward
= 89
242 ft-#
Mu -
Design
= 707
-55 ft-#
One -Way Shear:
100.0 pcf
0.00 in
1.45 in
4.34 in
3.39 psi
17.85 psi
85.0 psi
3.69 :1
2500 psi
= 40000 psi
0.0014
Rebar Choices
Toe Heel
Actual
= 3.4
17.9
psi
#4 a
16.52
-16.44 to
Allov*.85
= 85.0
85.0
psi
#5 a
25.60
-25.48
in
Cover over Rebar
3.35
20.69
in
#6.@
36.33
-36.17
in
Ru o Mu/bd°
= 11
1
psi
#7 is
48.00
-49.32
in
As Req'd
0.15
-0.15
int
#8 a
48.00
-64.94
in
#9 a
48.00
-82.20
in
STEM
SECTION
DESIGNS
NOTE 11 Maximum
Moment Occurs
at
. 3.37
ft above
Top of
Footing
Top
8 Ht
6 Ht
.4 Ht
.2 Ht
Bottom
OK
OK
OK
OK
OK
OK
Dist. above Ftg
7.67
6.14
4.59
3.06
1.53
0.00
ft
Bar Size
5.00
5.00
5:00
5.00
5.00
0.00
Rebar Spacing
18.0
18.0
4
18.0
18.0
18.0
18.0
in
Rebar Location
Center
Center
Center
Center
Center
Center
Reber 'd' Dist.
4.00
4.00
4.00
4.00
4.00
4.00
in
Tension Face
Front
Front
Front
Front
Front
Front
Moments: Actual
68 .
1011
1687
1857
1356
0
ft-#
Allowable
2379
2379
2379
2379
2379
0
ft-#
Shears: Actual
14.3
11.5
6.0
1.8
12.2
0.0
#
Allowable
85.0
85.0
85.0
85.0
85.0
85.0
#
Wall Weight
96.67
96.67
96.67
96.67
96.67
96.67
psf
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
BASE
Slab Resists Wall Sldingl
psi
Ftg/Soil Friction
=
0.350
Soil to Neglect
-16.44 in
CIVIL ENGINEER
Factor of Safety
=
999.00 :1
Lateral Pressure
#5 is
0.0 #
- Passive Pressure
=
RCE 20647 EXPIRES 9-30-97
- Friction Pressure
=
0.0 #
Addn'l Force Req'd
=
0.0 #
5A MADRONE AVE
-36.17
in
Ru o Mu/bd°
= 12
4
psi
#7 a
OROVILLE, CA 95966
48.00
-49.32
in
As Req'd
0.15
-0.15
int
#8 @
48.00
-64.94
in
Date: 10/08/97
Page:
{
RESTRAINED RETAINING
WALL DESIGN
#9 a
48.00
-82.20
in
BEECHER/STARR
STEM SECTION
DESIGNS
D/A5
NOTE II Maximum
Moment Occurs at
.4.24
ft above
WALL DATA
-
FOOTING DATA
Toa
SOIL DATA
.6 Ht
Retained Soil Ht. =
9.67
ft
Footing Thickness
12.00
in
Allow. Soil Bearing
1500
psf
OK
OK
Toe Width =
1.08
ft
Active Fluid Press
= 30
pcf
Ht. Above Top Support =
0.67
ft
Heel Width =
1.42
ft
Design Fluid Press
30.00
pcf
Dist: Ftg. To Top Support
9.83 ft
Total Footing Width =
2.50
ft
Backfill Slope
= 0.00
:1
Total Wall Height =
10.50
ft
Passive Lateral =
250.0
psf
11.0
15.0
15.0
Fixity a Base of Wall =
0
%
Key Depth =
0.00
in
Soil Density
100.0
pcf
VERTICAL LOADS
Reber 'd' Dist.
4.00
Key Width =
0.00
in
Soil Ht Over Toe
= 0.00
in
Axial DL on Stem
100.0
plf
Key Dist. to Toe =
0.00
ft
Front
Front
Axial LL on Stem =
0.0
plf
Moments: Actual
198
MMARY
3245
....Eccentricity
1.25
in
Pressure a Toe =
1331.3
psfEcc.
of Resultant
= 2.13
in
Surcharge over Toe =
50.0
psf
Pressure a Heel =
536.9
psf
Kern Distance
= 5.00
in
Surcharge over Heel
100.0
psf
Allowable Press.
1500.0
psf
Footing One -Way Shear:
Allowable
85.0
LATERAL LOADS
85.0
Sliding F.O.S. No
Slidin
85.0
@ Toe
= 5.20
psi
Lateral Load Acting on
96.67
96.67
96.67
a Heel
23.90
psi
Stem above soil
0.0
psf
Restraint Force Req'd
Allowable Shear
85.0
psi
Add'l Lateral Load =
0.0
plf
at Top of Wall =
603.7
#
Footing Overturning
....Top Ftg to load start
0.00
ft
Additional Restraint
Stability Ratio
3.01
:1
....Top Ftg to load start 0.00 ft Req'd at Bottom
SLIDING CHECK @
BASE
Slab Resists Wall Sldingl
psi
Ftg/Soil Friction
=
0.350
Soil to Neglect
-16.44 in
0.00 in
Factor of Safety
=
999.00 :1
Lateral Pressure
#5 is
0.0 #
- Passive Pressure
=
0.0 #
- Friction Pressure
=
0.0 #
Addn'l Force Req'd
=
0.0 #
STEM DESIGN DATA
Stem Material :Concrete
f'c = 2500 psi
Fy = 40000 psi
Rebar Cover = 3.00 in
Wall Thickness 8.00 in
Soil Press. Mult.
by ACI 9-1
Mu -'Upward
Mu - Downward
Mu - Design
One -Way Shear:
Toe
1864
994
= 163
= 830
0.0 #
- FOOTING DESIGN
Heel f'c
752 psf Fy
245 ft-# Min. Asteel i
483 ft-#
-238 ft-#
m 2500 psi
40000 psi
0.0014
Rebar Choices
Toe Heel
Actual
= 5.2
23.9
psi
#4 a
16.52
-16.44 in
Allow*.85
= 85.0
85.0
psi
#5 is
25.60
-25.48
in
Cover over Rebar
= 3.35
20.69
in
#6 a
36.33
-36.17
in
Ru o Mu/bd°
= 12
4
psi
#7 a
48.00
-49.32
in
As Req'd
0.15
-0.15
int
#8 @
48.00
-64.94
in
#9 a
48.00
-82.20
in
STEM SECTION
DESIGNS
NOTE II Maximum
Moment Occurs at
.4.24
ft above
Top of
Footing
Toa
.8 Ht
.6 Ht
.4 Ht
.2 Ht
Bottom
OK
OK
OK
OK
OK
OK
Dist. above Ftg
9.67
7.73
5.80
3.86
1.93
0.00
ft
Bar Size
5.00
5.00
5.00
5.00
5.00
0.00
Rebar Spacing
15.0
15.0
11.0
11.0
15.0
15.0
in
Rebar Location
Center
Center
Center
Center
Center
Center
Reber 'd' Dist.
4.00
4.00
4:00
4.00
4.00
4.00
in
Tension Face
Front
Front
Front
Front
Front
Front
Moments: Actual
198
1980
3245
3582
2623
0
ft-#
Allowable
2831
2831
3788
3788
2831
0
ft-#
Shears: Actual
21.3
17.3
9.3
2.7
18.6
0.0
#
Allowable
85.0
85.0
85.0
85.0
85.0
85.0
#
Wall Weight
96.67
96.67
96.67
96.67
96.67
96.67
psf
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
r CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
Date:
10/08/97
Page:
CANTILEVERED RETAINING WALL DESIGN
BEECHER/STARR
H/A5
WALL & FOOTING DATA
VERTICAL'LOADS
LATERAL LOADS
Retained Height
10.00
ft
Axial DL on Stem
324 plf
Lateral Load Acting
on
Wall Ht. above Soil =
0.50
ft
Axial DL on Stem•
416 plf
Stem Above Soil
0.00 psf
Toe Width =
2.75
ft
....Eccentricity
=
-1.25 in
Add'l Lateral Load
■
0.00 plf
Heel Width _
3.00
ft
Surcharge over Toe
83.0 psf
Dist to load Start
=
0.00 ft
Total Footing Width =
5.75
ft
Surcharge over Heel
50.0 psf
Dist to Load End
0.00 ft
Footing Thickness
12.00
in
Note: Toe Surcharge Resists
Overturning
Key Depth =
0.00
in
Note: Heel Surcharge Resists Overturning
Key Width =
0.00
in
SOIL
DATA
ADJACENT FOOTING
Toe to Key Dist. =
0.00
ft
Allowable Bearing
=
1500 psf
Vertical Load
=
0.0 #
SLIDING CHECK
Active Lateral
=
30.0 pcf
Load Eccentricity
0.00 in
Ftg/Soil Friction ■
0.35
.....Max Press.
■
0.0 pcf
Footing Width
■
0.00 ft
Soil to Neglect =
0.00
in
.....Slope Press.
=
0.0 pcf
Ftg. CL to Wall
=
0.00 ft
Lateral Pressure ■
1955
#
Backfill Slope
=
0.0 :1
Vert. Position of Ftg.
- Passive Pressure
333
#
Passive Press.
■
250.0 pcf
...Above/Below:[+/-3
0.0 ft
- Friction ■
1720
#
Soil Density
100.0 pcf
Spread Footing
Z
No
Add'l Force Required =
0.0
#
Soil Ht over Toe
=
0.00 in
SUMMARY
FOOTING DESIGN
Pressure a Toe =
1509.4
psf
Soil Press. Mult.
Toe
Heel
f'c
=
2500 psi
Pressure @ Heel =.
344.8
psf
By ACI Eq 9-1 v
2148
491 psf
Fy
=
40000 psi
Allowable Press. ■
1500
psf
Mu -Upward =
7125
1946 ft-#
Min. As Percent
=
0.0014
Ecc. of resultant
7.22
in
Mu -Downward w
1233
4573 ft-#
Omit SP Under HgeI
Z
No
Max. Shear a Toe =
29.73
psi
Mu -Design =
5891
-2627 ft-#
Toe
Heel
Max. Shear a Heel =
-12.72
psi
One -Way Shear:
# 4 a 7.82
14.74 in
o/c
Allow. Ftg Shear =
85.00
psi
Actual =
29.7
12.7 psi
# 5 @ 12.12
22.85
in o/c
Factors of Safety:
Allowable -
85.0
85.0 psi
# 6 @ 17.20
32.43
in o/c
Overturning =
2.43
:1
Cover over Reber =
3.31
2.31 in
# 7 a 23.46
44.23
in o/c
Sliding =
1.05
:1
'd' ■
8.69
9.69 in
# 8 a 30.89
48.00
in o/c
Ru ■ Mu/bd-2 =
86.7
31.1 psi
# 9 a 39.10
48.00
in o/c
SUMMARY OF FORCES & MOMENTS
Overturning
Moments
Resisting Moments
Origin of Force...
#
ft
ft-#
#
ft
ft-#
Active Soil Press. =
1980.0
3.82 7562.5
.0
0
0
Soil over Heel =
0
0
0
2333.3
4.58
10694.4
Soil over Toe =
-15.0
0.33
-5.0
0.0
0.00
0.0
Sloped Soil a Heel =
0
0
0
0.0
0.00
0.0
Adjacent Ftg. Load
0.0
0.00
0.0
0.9
0.00
0.0
Surcharge Over Heel =
0
0
0
116.7
4.58
534.7
Surcharge over Toe _
-24.9
0.50 -12.5
228.3
1.38
313.8
Axial Load on Wall =
0
0
-34
324.0
3.08
999.0
Load a Proj. Wall =
0.0
0.00
0.0
0
0
0
Averaged Stem Wts. =
0
0
0
1050.0
3.08
3237.5
Added Lateral Load =
0.0
0.00
0.0
0
0
0
Footing Weight =
0
0
0
862.5
2.88
2479.7
Key Weight
0
0
0
0.0
0.00
0.0
Vertical Component
of Active Pressure
0.
0
0
0.0
0.00
0.0
Totals = 1940.1 #
Resisting Totals Used For Soil Pressure
(Vert. Component of Active Pressure Removed)
7511.3 ft-# 4914.7 #
4914.7 #
18259.2 ft-#
18259.2 ft-#
(continued on next page....)
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
Date: 10/08/97 Page:
CANTILEVERED RETAINING WALL DESIGN
BEECHER/STARR
H/A5
(.....continued)
STEM SUMMARY
Top Stem: From 8.00 ft to Top of Wall
8.00in Concrete w/ # 5 e 18.00in, d= 6.19in.
f'c- 2500.Opsi, Fy- 40000.Opsi -
WaILWt.= 100.00psf, Bar Embed- 12.Oin
Mu = -6.4 <- Mn = 3735.5ft-It
Vu - 1.22 <= Vn 85.00psi*
Interaction VaLue • -0.002
Second Stem From 6.00ft to 8.00ft
8.00in Concrete w/ # 5 a 18.00in, d= 6.19in
flc= 2500.Opsi, Fy= 40000.Opsi
Wall Wt.= 100.00psf, Bar Embed= 12.Oin
Mu = 609.1 Mn = 3735.5ft-p
Vu = 5.26 <= Vn - 85.00psi
Interaction Value a 0.163
Third Stem From 4.00ft to 6.00ft
8.00in Concrete w/ # 5 a 18.00in; d= 6.19in
f'c= 2500.Opsi, Fy= 40000.Opsi
WaIL Wt.= 100.00psf, Bar Embed= 12.Oin
Mu = 2133.6 <= Mn = 3735.5ft-N
Vu = 12.05 <= Vn = 85.00psi
Interaction Value - 0.571
Fourth Stem From 2.00ft to 4.00ft
8.00in Concrete w/ H 5 a 6.00in, d= 6.19in
f'c- 2500.Opsi, Fy= 40000.Opsi
Wall Wt.= 100.00psf, Bar Embed- 12.Oin
Mu = 4975.1 <= Mn = 10601.6ft-#
Vu = 21.58 <= Vn = 85.00psi
Interaction Value - 0.469
Bottom Stem From O.00ft to 2.00ft
8.00in Concrete w/ # 5 a 6.00in, d= 6.19in
f'c- 2500.Opsi, Fy- 40000.Opsi
Wall Wt.= 100.00psf, Bar Embed= 9.4in { .
Mu = 9541.6 <- Mn - 10601.6ft-N
Vu - 33.86 <= Vn = 85.00psi
Interaction Value - 0.900
V4.4C1 (c) 1983-96 ENERCALC
MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY ;
CIVIL ENGINEER
-,iRCE 20647 EXPIRES 9-30-97
t 5A.MADRONE AVE
QROVILLE, CA 95966 '
• Date: 10/08/97 Page:
RESTRAINED RETAINING WALL DESIGN
BEECHER/STARR
B/A5
WALL DATA
Soil Press. Mult.
FOOTING DATA
Heel
SOIL DATA
Retained Soil Ht. =
5.67
ft
Footing Thickness =
12.00
in
Allow. Soil Bearing
by ACI 9-1
- 2085
643
Toe Width =
0.67
ft
Active fluid Press
Ht. Above Top Support
0.67
ft
Heel Width
1.00
ft
Design Fluid Press
Dist: Ftg. To Top Support
5.83
ft
Total Footing Width
1.67
ft
Backfill Slope
Total Wall Height m
6.50
ft
Passive Lateral
250.0
psf
Fixity a Base of Wall ,
0
%
Key Depth
12.00
in
Soil Density
VERTICAL LOADS
= 377
-23
Key Width =
20.00
in
Soil Ht Over Toe
Axial DL on Stem =
195.0
plf
Key Dist. to Toe =
0.00
ft
Axial LL on Stem =
80.0
plf
SUMMARY
....Eccentricity =
1.25
in
Pressure a Toe
1473.2
ps
Ecc. of Resultant
Surcharge over Toe
0.0
psf
Pressure @ Heel =
454.3
psf
Kern Distance
Surcharge over Heel
100.0
psf
Allowable Press. =
1500.0
psf
Footing One -Way Shear:
LATERAL LOADS
#5 @
Sliding F.O.S. =
1.75
:1
a Toe
Lateral Load Acting on
Cover over Rebar
- 3.35
20.69
in
@ Heel.
Stem above soil =
0.0
psf
Restraint Force Req'd
i
Allowable Shear
Add'l Lateral Load =
0.0
plf
at Top of Wall =
244.0
#
Footing Overturning
....Top Ftg to toad start
0.00
ft
Additional Restraint
As Req'd
Stability Ratio
....Top Ftg to load start
0.00
ft
Req'd at Bottom
0.0
#
-64.94
SLIDING CHECK a BASE
FOOTING
DESIGN
1500 psf
30 pcf
30.00 pcf
0.00 :1
100.0 pcf
0.00 in
1.77 in
3.34 in
0.00 psi
11.60 psi
85.0 psi
3.18 :1
- 4ccr!:5�
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
Soil Press. Mult.
Toe
Heel
f'c
=
2500
psi
Ftg/Soil Friction
0.350
by ACI 9-1
- 2085
643
psf
Fy
=
40000
psi
Soil to Neglect
= 0.00 in
Mu - Upward
= 425
41
ft-#
Min.
Asteel %
0.0014
Factor of Safety
1.75 :1
Mu - Downward
47
64
ft-#
Lateral Pressure
608.5 #
Mu - Design
= 377
-23
ft-#
Rebar Choices
- Passive Pressure
= 500.0 #
one -Way Shear:
Toe
Heel
- Friction Pressure
= 563.3 #
Actual
= 0.0
11.6
psi
#4 a
16.52
-16.44
in
Addn'L Force Req'd_
= 0.0 #
Allow*.85
= 85.0
85.0
psi
#5 @
25.60
-25.48
in
Cover over Rebar
- 3.35
20.69
in
#6 a
•36.33
-36.17
in
_
Ru - Mu/bd'
= 6
0
psi
#7 a
48.00
-49.32
in
As Req'd
= 0.15
-0.15
in2
#8 a
48.00
-64.94
in
#9 a
48.00
-82.20
in
STEM DESIGN
DATA
STEM
SECTION
DESIGNS
Stem Material
:Concrete
NOTE II Maximum
Moment Occurs at
2.52 ft above
Top of
Footing
f'c
= . 2500 psi
Top
.8 Ht
.6 Ht
.4 Ht
.2 Ht
Bottom
Fy
= 40000 psi
OK
OK
OK
OK
OK
OK
Rebar Cover
= 3.00 in
Dist. above Ftg
6.50
5.20
3.90
2.60
1.30
0.00
ft
Wall Thickness
= 8.00 in
Bar Size
5.00
5.00
{
5.00
5.00
5.00
0.00
Rebar Spacing
18.0
18.0
18.0
18.0
18.0
18.0
in
Rebar Location
Center
Center
Center
Center
Center
Center
Rebar 'd' Dist.
4.00
4.00
4.00
4.00
4.00
4.00
in
Tension Face
Front
Front
Front
Front
Front
Front
Moments: Actual
0
204
624
805
634
O.ft-#
F S
Allowebte
2379
2379
2379
2379
2379
0
ft-#
/ q
Shears: Actual
0.0
8.0
5.1
0.4
6.1
0.0
#
Allowable
85.0
85.0
85.0
85.0
85.0
85.0
#
Wall Weight
96.67
.96.67
96.67
,
96.67
96.67
96.67
psf
- 4ccr!:5�
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY'
CIVIL ENGINEER
-RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
RES
NED RETAINING WALL DES
Date: 10/08/97
Page: 2
BEECHER/STARR
C/A5
WALL DATA
FOOTING DATA
SOIL DATA
Retained Soil Ht. =
7.67
ft
Footing Thickness =
12.00
in
Allow. Soil Bearing =
1500 psf
Toe Width
0.92
ft
Active Fluid Press =
30 pcf
Ht. Above Top Support =
0.67
ft
Heel Width =
1.25
ft
Design Fluid Press =
30.00 pcf
Dist: Ftg. To Top Support
7.83
ft
Total Footing Width
2.17
ft
Backfill Slope =
0.00 :1
Total Wall Height . _
8.50
ft
Passive Lateral =
250.0
psf
Fixity a Base of Wall =
0
%
Key Depth =
16.00
in
Soil Density =
100.0 pcf
VERTICAL LOADS
Key Width =
26.00
in
Soil Ht Over Toe =
0.00 in
Axial DL on Stem =
195.0
plf
Key Dist. to Toe =
0.00
ft
Axial LL on Stem =
80.0
plf
SUMMARY
....Eccentricity
1.25
in
Pressure a Toe =
1435.3
psf
Ecc. of Resultant =
1.45 in
Surcharge over Toe
0.0
psf
Pressure a Heel =
717.7
psf
Kern Distance
4.34 in
Surcharge over Heel =
100.0
psf
Allowable Press.
1500.0
psf
Footing One -Way Shear:
LATERAL LOADS
Sliding F.O.S. _
1.55
:1
@ Toe =
3.39 psi
Lateral Load Acting on
a Heel
17.85 psi
Stem above soil =
0.0
psf
Restraint Force Req'd
Allowable Shear =
85.0 psi
Add'L Lateral Load L
0.0
plf
at Top of Wall
404.5
#
Footing Overturning
....Top Ftg to load stag#
0.00
ft
Additional Restraint
Stability Ratio =
3.69 :1
...Top Ftg to load start
0.00
ft
Req'd at Bottom
0.0
#
SLIDING CHECK a BASE
FOOTING
DESIGN
Soil Press. Mult. Toe
Heel
f'c =
.2500 psi
Ftg/Soil Friction =
0.350
by ACI 9-1 - 2024
1012
psf
Fy =
40000 psi
Soil to Neglect =
0.00
in
Mu - Upward = 796
188
ft-#
Min. AsteeL % =
0.0014
Factor of Safety =
1.55
:1
Mu - Downward, = 89
242
ft-#
Lateral Pressure =
968.1
#
Mu - Design = 707
-55
ft-#
Rebar Choices
- Passive Pressure
680.6
#
One -Way Shear:
Toe
Heel
- Friction Pressure
817.6
#
Actual = 3.4
17.9
psi
#4 a 16.52
-16.44 in
Addn'l Force Req'd =
0.0
#
Allow*.85 = 85.0
85.0
psi
#5 a 25.60
-25.48 in
Cover over Rebar 3.35
20.69
in
#6 a 36.33
-36.17 in
Ru - Mu/bd2 = 11
1
psi
#7 @ 48.00
-49.32 in
As Req'd = 0.15
-0.15
int
#8 a 48.00
-64.94 in
#9 @ 48.00
-82.20 in
STEM DESIGN DATA
STEM
SECTION
DESIGNS
Stem Material :Concrete
NOTE II Maximum Moment Occurs at
. 3.37 ft above Top of Footing
f'c =
2500
psi
Too
8 Ht
6 Ht .4 Ht .2 Ht
Bottom
Fy =
40000
psi
OK
OK
OK OK OK
OK
Rebar Cover =
3.00
in
Dist. above Ftg 7.67
6.14
4.59 3.06 1.53
0.00 ft
Wall Thickness =
8.00 in
Bar Size 5.00
5.00
5.00 5:00 5.00.
0.00
Rebar Spacing 18.0
18.0
18.0 18.0. 18.0
18.0 in
Reber Location Center
Center
Center Center Center
Center
Rebar 'd' Dist. 4.00
4.00
4.00 4.00 4.00
4.00 in
Tension Face Front
Front
Front Front Front
Front
Moments: Actual 68
1011
1687 1857 1356
0 ft-#
Allowable 2379
2379
2379 2379 2379
0 ft-#
Shears: Actual 14.3
11.5
6.0 1.8 12.2
0.0 #
Allowable 85.0
85.0
85.0 85.0 85.0
85.0 #
Wall Weight 96.67
96.67
96.67 96.67 96.67
96.67 psf
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER '
.RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
RESTRAINED RET.
4ALL DESIGN
Date: 10/08/97
Page:
WALL DATA
FOOTING DATA
ft
Passive Lateral
SOIL DATA
250.0
Retained Soil Ht. =
9.67 ft Footing Thickness =
12.00
in
Allow. Soil Bearing =
1500 psf
0
I Toe Width =
1.08
ft
Active Fluid Press
30 pcf
Ht. Above Top Support =
0.67 ft Heel Width
1.42
ft
Design Fluid Press
30.00 pcf
Dist: Ftg. To Top Support
9.83 ft Total Footing Width =
2.50
ft
Backfill Slope
0.00 :1
Total Wall Height =•
10.50
ft
Passive Lateral
=
250.0
psf
Fixity a Base of Wall =
0
%
Key Depth
=
0.00
in
Soil
Density
100.0
pcf
VERTICAL LOADS
Key Width
0.00
in
Soil
Ht Over Toe =
0.00
in
Axial DL on Stem
100.0
plf
Key Dist. to Toe
=
0.00
ft
Axial LL on Stem =
0.0
plf
MMARY
....Eccentricity
1.25
in
Pressure a Toe
=
1331.3
psf
Ecc.
of Resultant =
2.13
in
Surcharge over Toe
50.0
psf
Pressure a Heel
536.9
psf
Kern
Distance =
5.00
in
Surcharge over Heel =
100.0
psf
Allowable Press.
1500.0
psf
Footing One -Way Shear:
LATERAL LOADS
Sliding F.O.S.
No
Slidin
a Toe =
5.20
psi
Lateral Load Acting on
a Heel =
23.90
psi
Stem above soil =
0.0
psf
Restraint Force Req'd
Allowable Shear
85.0
psi
Add'L Lateral Load
0.0
plf
at Top of Wall
=
603.7
#
Footing Overturning
....Top Ftg to load start
0.00
ft
Additional Restraint
Stability Ratio
3.01
:1
...Top Ftg to load start
0.00
ft
Req'd at Bottom
0.0
#
SLIDING CHECK a BASE
FOOTING
DESIGN
Slab Resists Wall Sldingl
Soil Press. Mutt.
Toe
Heet
PC
m
2500
psi
Ftg/Soil Friction_ _`
0.350
by ACI 9-1
= 1864
752
psf
Fy
=
40000
psi
Soil to Neglect =
0.00
in
Mu - Upward
= 994
245
ft-#
Min.
Asteel % _
0.0014
Factor of Safety =
999.00
:1
Mu - Downward
= 163
483
ft-#
Lateral Pressure =
0.0
#
Mu - Design
= 830
-238
ft-#
Rebar Choices
- Passive Pressure =
.0.0
#
One -Way Shear:
Toe
Heel
- Friction Pressure
0.0
#
Actual
= 5.2
23.9
psi
#4 @ 16.52
-16.44
in
Addn'L Force Req'd =
0.0
#
ALLow*.85
= 85.0
85.0
psi
#5 a 25.60
-25.48
in
Cover over Rebar
= 3.35
20.69
in
#6 @ 36.33
-36.17
in
Ru a Mu/bd°
= 12
4
psi
NT a 48.00
-49.32
in
As Req'd
0.15
-0.15
int
#8 a 48.00
-64.94
in
#9 a 48.00
-82.20
in
STEM DESIGN DATA
STEM SECTION
DESIGNS
Stem Material :Concrete
NOTE II Maximum
Moment Occurs at
•4.24 ft above
Top of Footing
f'c =
2500
psi
Top
.8 Ht
.6 Ht
.4 Ht.2 Ht
Bottom
Fy
40000
psi
OK
OK
OK
OK OK
. OK
Reber Cover =
3.00
in
Dist. above Ftg
9.67
7.73
5.80
3.86 1.93
0.00
ft
WaLL Thickness =
8.00
in
Bar Size
5.00
5.00
5.00
5.00 5.00
0.00
Rebar Spacing
15.0
15.0
11.0
11.0 15.0
15.0
in
Rebar Location
Center
Center
Center
Center Center
Center
Rebar 'd'.Dist.
4.00
4.00
4.00
4.00 4.00
4.00
in
Tension Face
Front
Front
Front
Front Front
Front
Moments: Actual
198
1980
3245
3582 2623
0
ft-#
Allowable
2831
2831
3788
3788 2831
0
ft-#
Shears: Actual
21.3
17.3
9.3
2.7 18.6
0.0
#
Allowable
85.0
85.0
85.0
85.0 85.0
85.0
#
Wall Weight
96.67
96.67
96.67
96.67 96.67
96.67
psf
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
-RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
CANTILEVERED RETAINING WALL DESIGN
-17::�,WALL & FOOTING
DATA
LATERAL LOADS -
Axial DL on Stem
Retained Height
Lateral Load Acting on
10.00
ft
Wall Ht. above Soil
....Eccentricity
0.50
ft
Toe Width
=
2.75
ft
Heel Width
n
.3.00
ft
Total Footing Width
=
5.75
ft
Footing Thickness
=
12.00
in
Key Depth
Active Lateral
6.00
in
Key Width
0.0 pcf
0.00
in
Toe to Key Dist.
_
0.00
ft
SLIDING CHECK
Passive Press.
250.0 pcf
Ftg/Soil Friction
a
0.35
Spread Footing ?
Soil to Neglect
=
0.00
in
Lateral Pressure
a
1955
#
- Passive Pressure
=
333
#
- Friction
1720
#
Add'l Force Required
=
0.0
#
SUMMARY
85.00 psi
Actual
= 29.7
Date: 10/08/97
Page:
VERTICAL
LOADS
LATERAL LOADS -
Axial DL on Stem
324 plf
Lateral Load Acting on
Axial DL on Stem"
= 416 plf
Stem Above Soil =
....Eccentricity
= -1.25 in
Add'L Lateral Load
Surcharge over Toe
83.0 psf
Dist to Load Start =
Surcharge over Heel
= 50.0 psf
Dist to Load End =
Note: Toe Surcharge
Resists Overturning
=
Note: Heel Surcharge
Resists Overturning
n
SOIL DATA
ADJACENT FOOTING
Allowable Bearing
1500 psf
Vertical Load _
Active Lateral
30.0 pcf
Load Eccentricity
.....Max Press.
0.0 pcf
Footing Width
.....SLope Press.
_ 0.0 pcf
Ftp. CL to Wall =
Backfill Slope
0.0 :1
Vert. Position of Ftg.
Passive Press.
250.0 pcf
...Above/Below:[+/-3
Soil Density
= 100.0 pcf
Spread Footing ?
Soil Ht over Toe
= 0.00 in
-2627 ft-#
FOOTING DESIGN
0.00 psf
0.00 plf
0.00 ft
0.00 ft
0.0 #
0.00 in
0.00 ft
0.00 ft
0.0 ft
No
Pressure a Toe
=
1509.4 psf
Soil Press. Mult.
Toe
Heel
f'c
=
2500 psi
Pressure a Heel
=
344.8 psf
By ACI Eq 9-1
= 2148
491 psf
Fy
=
40000 psi
Allowable Press.
n
1500 psf
Mu -upward
a 7125
1946 ft-#
Min.
As
Percent
a
0.0014
Ecc. of resultant
=
7.22 in
Mu -Downward
0 1233
4573 ft-#
Omit
SP
Under Heel
?
No
Max. Shear a Toe
=
29.73 psi
Mu -Design
a 5891
-2627 ft-#
Toe
HeeL
Max. Shear a Heel
=
-12.72 psi
One -Way Shear:
# 4
a
7.82
14.74 in
o/c
Allow. Ftg Shear
_.
85.00 psi
Actual
= 29.7
12.7 psi
# 5
a
12.12
22.85
in o/c
Factors of Safety:
Allowable
= 85.0
85.0 psi
# 6
a
17.20
32.43
in o/c
Overturning
=
2.43 :1
Cover over Rebar
= 3.31
2.31 in
# 7
e
23.46
44.23
in o/c
Sliding
=
1.05 :1
'd'
8.69
9.69 in
# 8
e
30.89
48.00
in o/c
Ru . Mu/bd"2
= 86.7
31.1 psi
# 9
@
39.10
48.00
in o/c
SUMMARY OF FORCES & MOMENTS
Overturning Moments
Resisting
Moments
Origin of Force...
#
ft
ft-#
#
ft
ft-#
Active Soil Press.
1980.0
3.82
7562.5
0
0
0
Soil over Heel
0
0
0
2333.3
4.58
10694.4
Soil over Toe
=
-15.0
0.33
-5.0
0.0
0.00
0.0
Sloped Soil a Heel
=
0
0
0
0.0
0.00
0.0
Adjacent Ftg. Load
=
0.0
0.00
0.0
0.7
0.00
0.0
Surcharge Over Heel
=
0
0
0
116.
4.58
534.7
Surcharge over Toe
=
-24.9
0.50
-12.5
228.3
1.38
313.8
Axial Load on Wall
=
0
0
-34
324.0
3.08
999.0
Load a Proj. Wall
=
0.0
0.00
0.0
0
0
0
Averaged Stem Wts.
=
0
0
0
1050.0
3.08
3237.5
Added Lateral Load
=
0.0
0.00
0.0
0
0
0
Footing Weight
0
0
0
862.5
2.88
2479.7
Key Weight
0
0
0
0.0
0.00
0.0
Vertical Component
of Active Pressure
0
0
0
0.0
0.00
0.0
Totals = 1940.1 #
Resisting Totals Used For Soil Pressure
(Vert. Component of Active Pressure Removed)
V4.4C1 (c) 1983-96 ENERCALC
7511.3 ft-# 4914.7 #
4914.7 #
18259.2 ft-#
18259.2 f t - #
(continued on next page....)
MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
.RCE 20647 EXPIRES 9-30-97
'5A MADRONE AVE
OROVILLE, CA 95966
Date: 10/08/97 Page:
CANTILEVERED RETAINING WALL DESIGN
BEECHER/STARR
H/A5
(.....continued) .
STEM SUMMARY
Top Stem: From 8.00 ft to Top of Wall
8.00in Concrete w/ # 5 8 18.00in, d= 6.19in
f'c- 2500.Opsi, Fyn 40000.Opsi
WaLL Wt.- 100.00psf, Bar Embed= 12.Oin
Mu - -6.4 <- Mn - 3735.5ft-J1
Vu - 1.22 - Vn - 85.00psi
Interaction Value a -0.002
Second Stem From 6.00ft to 8.00ft
8.00in Concrete w/ # 5 a 18.00in, d= 6.19in
f'c= 2500.Opsi, Fyn 40000.Opsi
Wall Wt.= 100.00psf, Bar Embed= 12.9in
Mu = 609.1 <- Mn = 3735.5ft-i/
Vu = 5.26 <= Vn - 85.00psi
Interaction Value = 0.163
Third Stem From 4.00ft to 6.00ft
8.00in Concrete w/ # 5 8 18.00in, d= 6.19in
flc= 2500.Opsi, Fy- 40000.Opsi
Wall Wt.- 100.00psf, Bar Embed= 12.Oin
Mu - 2133.6 <= Mn - 3735.5ft-N
Vu = 12.05 <= Vn = 85.00psi
Interaction Value - 0.571
Fourth Stem From 2.00ft to 4.00ft
8.00in Concrete w/ N 5 a 6.00in, d= 6.19in
flc- 2500.Opsi, Fyn 40000.Opsi
WeLL Wt.= 100.00psf, Bar Embed- 12.Oin
Mu = 4975.1 <= Mn ,= 10601.6ft-#
Vu = 21.58 <= Vn = 85.00psi
Interaction Value.= 0.469
Bottom Stem From O.00ft to 2.00ft_
8.00in Concrete w/ N 5 a 6:00in, d= 6.19in
f'c- 2500.Opsi, Fyn 40000.Opsi
Wall Wt.= 100.00psf, Bar Embed- 9.4in
Mu - 9541.6 <- Mn - 10601.6ft-#
Vu - 33.86 - Vn - 85.00psi
Interaction Value a 0.900
V4.4C1 (c) 1983-96 ENERCALC
MICHAEL MOONEY, KW -0601576
LOERKE INSULATION CO., f INSULATION CERTIFICATE
48 Regal Way Oroville
Number -and ree City
Lot 90 Plan 315
County Subdivision Lot Number
DESCRIPTION OF INSTALLATION
1. ROOF
Material Brand Name
Thickness (inches) Thermal Resistance (R -Value)
2. CEILING
Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville
Thickness (inches) 13" Thermal Resistance (R -Value) R38
Loose Fill Type Fiberglass Brand Name Johns Manville
Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16,25" inches.
Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38
3. EXTERIOR WALL
Material Fiberglass Batts
Thickness (inches) 6.75"
4. RAISED FLOOR
Material Fiberglass Batts
Thickness (inches)
5. SLAB FLOOR / PERIMETER
Material
Thickness
Perimeter Insulation Depth (inches,_.)
6. FOUNDATION' WALL
Material
Thickness (inches)--
DECLARATION
inchesDECLARATION
Brand Name Johns Manville
Thermal Resistance (R -Value) R19
Brand Name Johns Manville
Thermal Resistance (R -Value)
Brand Name
Thermal Resistance (R -Value
Brand Name
Thermal Resistance (R -Value
I hereby certify that the above insulation was installed in the building at the above location in conformance
with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of
Regulations) as indicated on the Certificate of compliance, where applicable.
C.L.#499150I "A Al A H, - �Oon� go LOERKE INSULATION CO., INC.
tem s gna ure,at nsta m Subcontractor Co. Name)r
6^�� General Contractor (Co. Name) Or Owner
Item #s— Signature, Date Insta mg Subcontractor Co. ame Or
General Contractor (Co.Name) Or Owner
Item #s Signature, Date Installing Subcont (ctor&. � ame, Or
General Contractor Co. e Or owner
FEBRUARY 2, 2000
BETTER BUILDERS
5263 ROYAL OAKS DRIVE
OROVILLE, CA 95966
BEAUTY
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541
FAX: (530)538-2140
RE: Building Permit # 98-0238
Expiration Date: 2/2/2000
A.P. # 069-58-0-042
With reference to the above subject, our records indicate that your building permit expires on the above
date and your permit falls into one of the categories marked below:
[ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building
permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an
additional year from the original expiration date. Should you not renew your permit within 30
days of the expiration date, all work must cease until a new building permit has been issued. For
your convenience, we are enclosing a renewal application form and owner -builder form to be
completed and signed by you where indicated and returned to this office together with the fee
shown. Please return all copies of the application form.
tAXX No inspections have been made on permit work. Inspections are required to verify code
compliance. We are unable to renew a permit where the work has not been started and inspected
prior to permit expiration. After expiration of your permit, no work may be started until a new
permit has been issued.
[ ] A final inspection has not been made on permit work. Final inspection approval is required
before occupancy. Our field inspector has verified that the building is occupied. Occupancy
must cease until a final inspection can be made and final approval given. You have 30 days to
voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions
to be taken by you.
If our records are in error or should you have any questions concerning this matter, please contact the
OROVILLE office.
Thank you for your prompt attention concerning this matter.
MCV:ahb
Attachments
Chico Office - 1469 Humboldt Rd/891-2751
Yours very truly,
VMicelC.B.O.
Manager, Building Inspection
Paradise Office - 747 Elliott Rd/872-6307
CC: STANLEY AND SHARON BEECHER 48 REGAL WAY, OROVILLE 95966
FEBRUARY 2, 2000
BETTER BUILDERS'
5263 ROYAL OAKS DRIVE
OROVILLE, CA 95966
BEAUTY
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541
FAX: (530) 538-2140
RE: Building Permit # 98-0238
Expiration Date: 2/2/2000
A.P.# 069-58-0-042
With reference to the above subject, our records indicate that your building permit expires on the above
date and your permit falls into one of the categories marked below:
[ j Permit work started, but not completed. Permit may be renewed for 1/2 the original building
permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an
additional year from the original expiration date. Should you not renew your permit within 30
days of the expiration date, all work must cease until a new building permit has been issued. For
your convenience, we are enclosing a renewal application form and owner -builder form to be
completed and signed by you where indicated and returned to this office together with the fee
shown. Please return all copies of the application form.
tAXX . No inspections have been made on permit work. Inspections are required to verify code
compliance. We are unable to renew a permit where the work has not been started and inspected
prior to permit expiration. After expiration of your permit, no work may be started until a new
permit has been issued.
[ j A final inspection has not been made on permit work. Final inspection approval is required
before occupancy. Our field inspector has verified that the building is occupied. Occupancy
must cease until a final inspection can be made and final approval given. You have 30 days to
voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions
to be taken by you.
If our records are in error or should you have any questions concerning this matter, please contact the
OROVILLE office.
Thank you for your prompt attention concerning this matter.
MCV:ahb
Attachments
Chico Office - 1469 Humboldt Rd/891-2751
Yours very truly,
4Micel4Vkira, C.B.O.
Manager, Building Inspection
Paradise Office - 747 Elliott Rd/872-6307
CC: STANLEY AND SHARON BEECHER 48 REGAL WAY, OROVILLE 95966
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+4JO 0, S
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(6)
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l 2 3.SX 235.0 sl
_7
8L
1� arc �
X.57 z �0,
c -4V . \
Lw (jAe ('c -v
t ?. aI .
:Mc: C) = Lf 14S x 2--2cl x L�(. 2 0, C��,�)1 - �`f� �cCc� -H�f•5�c
T rc_ SS3 TL-=, 7S3 0,6'R LT T/'� ffVW4&1W�
-- SIMPSON ANCHORING SYSTEMS �/
Simpson Strong -Tie offers a full line of Epoxy -Tie adhesives and mechanical • ET22/ET56—the original Epoxy -Tie formulation for anchoring into
anchors for use with other Simpson products when connecting to concrete, block solid concrete and masonry. A cold weather version, ET22C is
and brick. Anchoring Systems are not included in our ISO 9001 registration. available for use when the substrate temperature is between 25° F
Request the Anchoring Systems catalog for the complete line of Simpson
Anchoring Systems and load values.
SIMPSON MECHANICAL ANCHORS
•
Wedge -All threaded stud anchors can be used for attaching foundation
anchor plates and post bases within the allowable load limits. Codes: ICBO
ER -5256; ICBO 3631 City of L.A. RR 25280.
• Titen Anchors can_be used to attach some Simpson products to concrete
block.
• Compatible Simpson Connectors for Wedge -All anchors:UFP, FA, FAP, HFA,
FJA, FSA, AB, ABA, ABE, ABU.
EPDXY-TIE ADHESIVES
• High performance, low cost epoxy -based masonry anchoring adhesives.
• SET high strength epoxy —The first adhesive anchoring product to be listed
by ICBO for use in seismic -resistant construction. Used for securing loads
in tension and shear. Codes: ICBO ER -5279; City of L.A. RR 25279.
SET Epoxy Adhesive
Mechanical
Anchors
,•I to •. •.
.0 a
•b
.o.
20
(-4° C) and 45° F (7° C). Codes: ICBO 4945; City of L.A. RR 25185, '
RR 25120, SBCCI 94145 (except ET22C).
• ETF—a fast curing epoxy that allows the anchor to be fully loaded
to allowable loads within an hour of installation. Code: ICBG 4945.
• Compatible Simpson Connectors for Epoxy -Tie adhesives:
PHO, HDA, HD, LTT, MTT, HTT, UFP, FA, FAP, HFA, FJA, FSA,
AB, ABA, ABE, ABU, MBHA.
Allowable Tension Loads for Threaded Rod
v " `
Stud
Dia.
Edge and
CJ
a
end distances
Minimum
End
Distance
�• r
for threaded
o' •
Y. 9y 6 1Y, 5 2680 —
rod In concrete
A ti•
°
stemwall corner
Installation
• R
Y:
10
20
(-4° C) and 45° F (7° C). Codes: ICBO 4945; City of L.A. RR 25185, '
RR 25120, SBCCI 94145 (except ET22C).
• ETF—a fast curing epoxy that allows the anchor to be fully loaded
to allowable loads within an hour of installation. Code: ICBG 4945.
• Compatible Simpson Connectors for Epoxy -Tie adhesives:
PHO, HDA, HD, LTT, MTT, HTT, UFP, FA, FAP, HFA, FJA, FSA,
AB, ABA, ABE, ABU, MBHA.
Allowable Tension Loads for Threaded Rod
v " `
Stud
Dia.
Drill
Dla.
Minimum
Embedment
Oepth
Stem
Wall
Width
Minimum
Edge
Distance
Minimum
End
Distance
Allowable
Tension Loads
it 3 2000 psi
(100) (133)
ET used in Foundation Stemwall
Y. 9y 6 1Y, 5 2680 —
% 3; 12 6 13; 5 4040 —
% 1 12y 8 1Y; 6 4250 —
yee 1 15 8 1 Y; 5 5835 —
SET used In Foundation Stemwall
Min.
Concrete
Thickness
Y:
10
6
1 Y:
5
57507670
1525
1525
1525
1525
Y.
1
15
8
1
5
8400
11200
I. Allowable loads.for bond. strength are based on a factor of safety of four
on the average ultimate load. They may not be increased for.load dgration.
Allowable load must be the lesser of the bond or steel strength.
Connector
Max. Allowable
Connector Load
Allowable Lead per Anchor
Model
No.
Shear
Tension
Anchor
Model
No.
tc 12000 psi
Shear Tension
It 2 4000 psi
Shear Tension
Min.
Edge
Distance
Min.
Concrete
Thickness
FAP
FA6
FA8
HF_A6_
950
400
400
1400
—_
--
—
—
WA50334
_WA50334
WA50334
WA50334
1525
1525_
1525
1525
—
_— _
—
—
1525
1525
1525
1525
_—
—
5'_
5'
5'
5'
4'_
_4'
4'
4'
HFA8
1400
—
WA50334
1525
—
1525
—
5'
4"
FJA_
1205
—
WA50334
1525
—
1525
—
5'
4'
FSA
1205
—
WA50334
1525
—
1525
—
5'
4'
ABA44
—
555
WA50334
—
820
—
1320
5'
4'
ABE44
—
520
WA50334
—
820
—
1320 1
5"
4"
ABU44
—
2200
WA62312
—
1130
—
2150 1
6y'
4'
ABA44R
—
555
WA50334 .
—
820
—
1320
5'
4'
ABE44R
—
400
WA50334
—
820
—
1320
5'
4'
ABE46
—
810
WA62312
—
1130
—
2150
6y.'
4'
ABA46
—
935
WA62312
—
1130
—
2150
6y.'
4'
ABU46
—
2255
WA62312
—
1130
—
2150
6y."
4•
ABE46R
—
810
WA62312
—
1130
—
2150
6y."
4"
ABA46R
—
935
WA62312
—
1130
—
2150
6y.'
4'
ABU66
—
2300
WA62312
—
1130
—
2150
6y'
4'
ABA66
—
9Q5
WA62312
—
1130
—
2150
6y"
4"
ABE66
—
900
WA62312
—
1130
—
2150
6y.'
4•
ABA66R
—
985
WA62312
—
1130
—
2150
6y.'
4'
ABE66R
—
900
WA62312
—
1130
—
2150
6y.'
4'
A8 (all
styles)
N/A
WA
WA56334
—
820
—
1320
5'
4"
1. Allowable loads are based on a 4 times factor of safety.
2. Connectors require multiple anchors. Allowable loads for multiple anchors are cumulative.
3. Minimum edge distance can be reduced to 4 times the anchor diameter with a reduction
factor of .7 applied to the allowable loads.
am
IL
2
VIOLATION CHECK LIST
A.P. V U 6-S-S� a _�y.� Address
Owner t
Owner's Addres
Owner's Phone No. Supervisoral District
Tenant's Name Phone No.
Type of Violation in Detail with Code Section Priority No.
Specific Plot Plan with C/V Noted _yes no Penalties Required
1st. Notice Sent 2nd. Notice Sent
ate ate
Comments and/or Determination
Disposition For Citation Citation
Date —Da —te
Department Recommendation to Court
Court Action
Notice of Violation Recorded
(Date)
0
Better Builders
48 Regal Way
Oroville, CA 95966
RE: Building Code Violation
48 Regal Way, Oroville
Attn: John Starr
6utte Co,
L A N D O F NATURAL WEALTH A N D BEAUTY
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541
FAX: (530) 538-2140
February 26, 1999
A.P. #: 069-58-0-042
This is a courtesy notice to notify you that you are in violation of the
Butte County Code, as follows, at the above referenced location:
Failure to obtain approval of previous corrections and failure to obtain
final inspection prior to occupancy and permit expiration for
construction of single family residence.
Since permits and inspections are required for the above work, apply for
the required permits to make corrections and complete project and pay the
appropriate fees.
All work must stop until these permits are issued and you are authorized
by our field inspector to proceed. This field authorization cannot be made
until the existing work is inspected and approved.
It is the County's goal to obtain voluntary compliance with the Butte County
Code. However, you should be advised that Butte County has an active Code
Enforcement Program which provides an effective means of enforcement if
voluntary compliance is not obtained. Enforcement may be pursued through
the issuance of citations, fines and the recording of a Notice of Violation
including a description of the action necessary to abate the violation.
You have thirty 30 days to voluntarily comply with the above. directions
or to present an acceptable plan for abatement or corrective actions to
be taken by you.
Should you have, questions concerning this matter, please contact Michael
Vieira or Scott Rutherford in this office at the address or telephone number
listed above.
Yours very truly,
MCV:dms Mich el C. lieira, C.B.O.
Manager, Building Inspection
cc: Assessor
cc: Stanley Beecher 48 Regal Way, Oroville, CA 95966
Stanley Beecher, Etal
48 Regal Way .
Oroville, CA 95966
RE: Building Code Violation
48 Regal Way, Oroville
Dear Mr. Beecher:
1;1(tte Count,
L A N D O F NATU R A L WEALTH A N D BEAUTY
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541 01
FAX: (530)538-2140
February 24, 1999
A.P. #069-58-0-042
This is a courtesy notice to notify you that you are in violation of the
Butte County Code, as follows, at the above -referenced location.
Failure to obtain the required permits, inspections and approvals from
this office for conversion of unfinished area to living.
Since permits and inspections are required for the above work, please submit
three (3) complete sets of plans, apply for the required permits, and pay
the appropriate fees. All work must stop until these permits are issued
and you are authorized by our field inspector to proceed. The field
authorization cannot be made until the existing work is inspected and
approved.
It is the County's goal to obtain voluntary compliance with the Butte County
Code. However, you should be advised that Butte County has an active Code
Enforcement Program which provides an effective means of enforcement if
voluntary compliance is not obtained. Enforcement may be pursued through
the issuance of citations, fines and the recording of a Notice of Violation
including a description of the action necessary to abate the violation.
You have thirty 30 days to voluntarily comply with the above directions
or to present an acceptable plan for abatement or corrective actions to
be taken by you. Should you have any questions concerning this matter,
please contact Scott Rutherford or Michael Vieira in this office at the
address or telephone number listed above.
MCV:dms
cc: Assessor
Sincerely,
Micael C. Vieira, C.B. .
Man ger, Building Inspection
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Project Title.......... Beecher Residence Date........ 03/10/99
Project Address........ Regal Way, Lot 109 *******
Oroville, CA 95966 *v4.50*�
Documentation Author...
Climate Zone.. .....
Compliance Method......
Donna Wallace
Wallace Energy Consulting
399 East 9th Avenue
Chico, CA 95926
916-893-4982
11
MICROPAS4 v4.50 for 1995
*******
Standards
n
Field Check/ Date
by Enercomp, Inc.
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
GENERAL INFORMATION
Conditioned Floor Area..... 3034 sf
Building Type .............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 247 deg (SW)
Number of Dwelling Units... 1
Number of Stories.......... 2
Floor Construction Type.... Slab On Grade
Glazing Percentage......... 15.7 % of floor ar, +
Average Glazing U -value.... 0.4 Btu,/ C'f 11
EN
BUILDING SHELL q S'Ur �A SiV'
Component Frame Cavity Sheathing Ir u1PA em y
Type Type R -value R -value R-va ue U -value Location/Comments
Wall Wood R-21 R-0 R-21 0.059 Stucco siding
Mechanical rm
Vault abv. gar
Crawlspace
Wall Wood R-17.8 R-0 R-17.8 0.065 Common to gar
Roof Wood R-11 R-27 R-38 0.025 Attic
SlabEdge n/a R-0 R-n/a R-0 0.720 To outside
Retaining wall
SlabEdge n/a R-0 R-n/a R-0 0.420 Crawlspace
Wall n/a R-0 R-n/a R-0 0.575 Mechanical rm
Door n/a R-0 R-n/a R-0 0.330 Entry, Laundry
Floor Wood R-0 R-0 R-0 0.097
FENESTRATION
# of Interior Over -
Area U- Pan- Shading/ Exterior hang/ Framing
Orientation (sf) Value es Description Shading Fins Type
Window Front (SW) 14.0 0.380 2 None None Yes Vinyl
Window Front (SW) 14.0 0.310 2 None None Yes Vinyl
Door Front (SW) 11.5 0.550 2 None None Yes Wood
Window Front (SW) 10.0 0.380 2 Drapes.Std None Yes Vinyl
Window Right (SE) 16.0 0.380 2 Drapes.Std None Yes Vinyl
Window Right (SE) 4.0 0.380 2 None None None Vinyl
Window Right (SE) 32.5 0.380 2 Drapes.Std None None Vinyl
Window Back (NE) 192.0 0.380 2 Drapes.Std None Yes Vinyl
Door Back (NE) 36.0 0.600 2 Drapes.Std None Yes Vinyl
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... Beecher Residence Date........ 03/10/99
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
FENESTRATION
# of Interior Over -
Area U- Pan- Shading/ Exterior hang/ Framing
Orientation (sf) Value es Description Shading Fins Type
Window Back (NE) 48.0 0.380 2 Drapes.Std None None Vinyl
Window Left (NW) 66.0 0.380 2 Drapes.Std None Yes Vinyl
Window Left (NW) 32.5 0.380 2 Drapes.Std None None Vinyl
THERMAL MASS
Area Thickness
Type Exposed (sf) (in) Location/Comments
S1abOnGrade No 1151 3.5 Lower floor
InteriorHorz Yes 366 4.0 Crawlspace soil
ExteriorVert Yes 40 8.0 Mechanical room
BelowGrade Yes 418, 8.0 Retaining wall
HVAC SYSTEMS
Minimum Duct Duct Thermostat
Equipment Type Efficiency Location R -value Type
Furnace 0.800 AFUE Conditioned R-0 Setback
ACSplit 10.00 SEER Conditioned R-0 Setback
Furnace 0.800 AFUE Conditioned R-0 Setback
ACSplit 10.00 SEER Conditioned R-0 Setback
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
Storage Electric Standard 1 0.88 EF 50 R-0
SPECIAL FEATURES/REMARKS
This Micropas file is identical to the original file dated
10/24/97 with the following exceptions/changes:
1) The original notes in this special features/remarks section
have been deleted.
2) The installed windows are Viking brand. The sliders have a
0.38 U -value and the fixed windows have a 0.31 U -value. These
values were given to the Documentation Author by the Contractor.
3) The two installed furnaces are Lennox G24M3X-75 (Main Floor)
and G23Q2/3-75 (Lower Floor). These units have AFUEs of 80.0 and
80.4 respectively. Reference: Micropas Equipment Finder v2.7
4) A 50 -gallon electric storage water heater has been installed:
A.O. Smith EES -52. This unit has an 0.88 Energy Factor.
Reference: Micropas Equipment Finder v2.7
Note: An external insulation blanket is NOT required.
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 3
CF -1R
Project Title.......... Beecher Residence
Date........
03/10/99
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
SPECIAL FEATURES/REMARKS
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
implement them. This certificate has been signed by the individual with
overall design responsibility. When this certificate of compliance is
submitted for a single building plan,to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features/
Remarks section.
DESIGNER or OWNER
Name.... John Starr
Company. Better Builders Const.
Address. 5263 Royal Oaks Drive
Oroville, CA 95966
Phone... (916) 589-2574 -
License. t323225
Signed..
(dale
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
a e
DOCUMENTATION AUTHOR
Name.... Donna Wallace
Company. Wallace Energy Consulting
Address. 399 East 9th Avenue
Chico, CA 95926
Phone... 916-893-4982
Signed. .
a e
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R
NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach
used. Items marked with an asterick (*) may be superseded by more stringent compliance requirements listed on the
Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be
considered by all parties as binding minimum component performance specifications for the mandatory measures whether they
are shown elsewhere in the documents or on this checklist only.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures
*150(a): Minimum R-19 ceiling insulation.
R-38
150(b): Loose fill insulation manufacturer's labeled R -value.
N/A
*150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal
R-19
framed walls (does not apply to exterior mass walls).
N/A
150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete
raised floors.
N/A
150(L): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor
transmission rate no greater than 2.0 perm/inch.
Fiberglass
118: Insulation specified or installed meets insulation quality standards. Indicate
type and form. Rigid Insulation and
Batts
116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit
air leakage.
2. Manufactured fenestration products have label with certified U -value and
By Contractor
infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and
sealed.
N/A
150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only.
150(f): Special infiltration barrier installed to comply with Section 151 meets Commission
quality standards.
N/A
150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs
1. Masonry and factory -built fireplaces have:
a. Closable metal or glass door
b. Outside air intake with damper and control
By Contractor
c. Flue damper and control
2. No continuous burning gas pilots allowed.
Space Conditioning, Water Heating and Plumbing System Measures
110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
By Contractor
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
Attached
150(1): Setback thermostat on all applicable heating and/or cooling systems.
By Contractor
150(j): Pipe and Tank Insulation
1. First 5 feet of pipes closest to water heater tank, non -recirculating systems,
insulated (R-4 or greater).
2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water
tanks have R-12 external insulation or R-16 combined internal/external insulation.
By Contractor
3. All buried or exposed piping insulated in recirculating sections of hot water
systems.
4. Cooling system piping below 55 degrees Fahrenheit insulated.
5. Piping insulated between heating source and indirect hot water tank.
*150(m): Ducts and Fans
1. Ducts constructed, installed and sealed to comply with UMC Sections 601 and 603;
ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely
within conditioned space.
By Contractor
2. Exhaust fan systems have backdraft or automatic dampers
3. Gravity ventilating systems serving conditioned space have either automatic or
readily accessible, manually operated dampers.
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off switch, weatherproof
operating instructions, no electric resistance heating and no pilot light.
2. System is installed with:
N/A
a. At least 36" pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and circulation pump time switch.
115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking
appliances have no continuously burning pilot light. (Exception: Non -electrical
Propane - N/A
cooking appliances with pilot < 150 Btu/hr.)
Lighting Measures
150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water
closets; and recessed ceiling fixtures IC (insulation cover) approved.
By Contractor
Residential Compliance Form March 1, 1996
COMPUTER METHOD SUMMARY Page 1 C -2R
Project Title.......... Beecher Residence Date........ 03/10/99
P t Add R 1****
.L %J J rss
e ........ ega Way, Lot ***
109
Oroville, CA 95966 *v4.50*
Documentation Author... Donna Wallace ******* Building Permit
Wallace Energy Consulting
399 East 9th Avenue Plan C ec Da e
Chico, CA 95926
916-893-4982 Field Check/ Date
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
MICROPAS4
ENERGY USE
SUMMARY
Energy Use
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating..........
12.86
8.25
4.61
Space Cooling..........
10.05
4.61
5.44
Water Heating..........
8.61
17.22
-8.61
Total
31.52
30.08
1.44
*** Building complies
with Computer Performance ***
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Building Stories.
Weather Data Type..........
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Footprint Area .............
Ground Floor Area..........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -value....
Average Ceiling Height.....
3034 sf
Single Family
New
Front Facing
1
2
ReducedYear
Detached
247 deg (SW)
Slab On Grade
2
24812 cf
1151 sf
1151 sf
1151 sf
15.7 % of floor area
0.4 Btu/hr-sf-F
8.2 ft
COMPUTER METHOD SUMMARY Page 2 C -2R
Project Title.......... Beecher Residence Date........ 03/10/99
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
BUILDING ZONE INFORMATION
MAIN FLR
1
Floor
97
# of
21
247
Vent Special
Yes
Area
Volume
Dwell
Cond-
Thermostat
Height Vent Area
Zone Type
(sf)
(cf)
Units
itioned
Type
(ft) (sf)
MAIN FLR
3
Wall
154
0.065
17.8
247
Residence
1517
12676
0.50
Yes
Setback
8.0 n/a
LOWER
0.065
17.8
157
90
No
W.19.2X6.16
Residence
1517
12136
0.50
Yes
Setback
8.0 n/a
157
90
OPAQUE SURFACES
W.21.2X6.16
Stucco
siding
Area
U- Insul
Act
Solar
Form 3
Location/
Surface
(sf)
value R-val
Azm Tilt Gains
Reference
Comments
MAIN FLR
1
Wall
97
0.059
21
247
90
Yes
W.21.2X6.16
Stucco
siding
2
Wall
32
0.065
17.8
247
90
No
W.19.2X6.16
Common
to gar
3
Wall
154
0.065
17.8
247
90
No
W.19.2X6.16
Common
to gar
4
Wall
61
0.065
17.8
157
90
No
W.19.2X6.16
Common
to gar
5
Wall
294
0.059
21
157
90
Yes
W.21.2X6.16
Stucco
siding
8
Wall
144
0.059
21
67
90
Yes
W.21.2X6.16
Stucco
siding
9
Wall
208
0.059
21
67
90
Yes
W.21.2X6.16
Vault
abv. gar
12
Wall
88
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
13
Wall
265
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
17
Roof
1517
0.025
38
n/a
0
Yes
R.38.2X4.24
Attic
22
Door
9
0.330
0
247
90
Yes
None
Entry
23
Door
18
0.330
0
247
90
No
None
Laundry
LOWER
6
Wall
181
0.059
21
157
90
Yes
W.21.2X6.16
Stucco
siding
7
Wall
48
0.059
21
157
90
Yes
W.21.2X6.16
Mechanical
rm
10
Wall
144
0.059
21
67
90
Yes
W.21.2X6.16
Stucco
siding
11
Wall
208
0.059
21
67
90
Yes
W.21.2X6.16
Stucco
siding
14
Wall
88
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
15
Wall
128
0.059
21
337
90
Yes
W.21.2X6.16
Stucco
siding
16
Wall
114
0.059
21
337
90
Yes
W.21.2X6.16
Crawlspace
4
ExteriorVert (Thermal Mass)
21
Wall
40
0.575
0
157
90
Yes
None
Mechanical
rm
PERIMETER
LOSSES
Length
F2
Insul
Solar
Surface
(ft)
Factor
R-val
Gains
Location/Comments
LOWER
18
S1abEdge
107
0.720
R-0
No
To outside
19
S1abEdge
53
0.720
R-0
No
Retaining wall
20
S1abEdge
17
0.420
R-0
No
Crawlspace
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title.......... Beecher Residence Date........ 03/10/99
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
FENESTRATION SURFACES
# of
Vent
SC
SC
Interior
Area
Pan-
Frame
Open
U-
Act
Glass
Int
Shading/
Surface
(sf)
es
Type
Type
value
Azm
Tlt
Only
Shade Description
MAIN FLR
1
Window
14.0
2
Vinyl
Slider
0.380
247
90
0.88
0.78
None
2
Window
7.0
2
Vinyl
Fixed
0.310
247
90
0.88
0.78
None
3
Door
11.5
2
Wood
Hinged
0.550
247
90
0.88
0.78
None
4
Window
7.0
2
Vinyl
Fixed
0.310
247
90
0.88
0.78
None
5
Window
10.0
2
Vinyl
Slider
0.380
247
90
0.88
0.78
Drapes.Std
6
Window
16.0
2
Vinyl
Slider
0.380
157
90
0.88
0.78
Drapes.Std
10
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
11
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
12
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
13
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
14
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
15
Door
18.0
2
Vinyl
Hinged
0.600
67
90
0.88
0.78
Drapes.Std
22
Window
15.0
2
Vinyl
Slider
0.380
337
90
0.88
0.78
Drapes.Std
23
Window
15.0
2
Vinyl
Slider
0.380
337
90
0.88
0.78
Drapes.Std
24
Window
21.0
2
Vinyl
Slider
0.380
337
90
0.88
0.78
Drapes.Std
LOWER
7
Window
4.0
2
Vinyl
Slider
0.380
157
90
0.88
0.78
None
8
Window
15.0
2
Vinyl
Slider
0.380
157
90
0.88
0.78
Drapes.Std
9
Window
17.5
2
Vinyl
Slider
0.380
157
90
0.88
0.78
Drapes.Std
16
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
17
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
18
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
19
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
20
Window
24.0
2
Vinyl
Slider
0.380
67
90
0.88
0.78
Drapes.Std
21
Door
18.0
2
Vinyl
Hinged
0.600
67
90
0.88
0.78
Drapes.Std
25
Window
15.0
2
Vinyl
Slider
0.380
337
90
0.88
0.78
Drapes.Std
26
Window
15.0
2
Vinyl
Slider
0.380
337
90
0.88
0.78
Drapes.Std
27
Window
17.5
2
Vinyl
Slider
0.380
337
90
0.88
0.78
Drapes.Std
OVERHANGS AND SIDE
FINS
Window-
Overhang
Left
Fin
Right Fin -
Area
Left
Rght
Surface
(sf)
Hght
Wdth
Dpth Hght
Ext
Ext
Ext
Dpth Hght Ext Dpth
Hght
MAIN FLR
1
Window
14.0
3.5
n/a
7.3 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
2
Window
7.0
6.7
n/a
8.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
3
Door
11.5
5.5
n/a
8.0 1.0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
4
Window
7.0
6.7
n/a
8.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
5
Window
10.0
5.0
n/a
8.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
6
Window
16.0
4.0
n/a
2.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
10
Window
24.0
6.0
n/a
2.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
11
Window
24.0
6.0
n/a
2.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
12
Window
24.0
6.0
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
13
Window
24.0
6.0
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
14
Window
24.0
6.0
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
15
Door
18.0
6.7
n/a
13.0 0.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
COMPUTER METHOD SUMMARY Page 4 C -2R
Project Title.......... Beecher Residence Date........ 03/10/99
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
Surface
22 Window
23 Window
24 Window
LOWER
18 Window
19 Window
20 Window
21 Door
25 Window
OVERHANGS AND SIDE FINS
Area
Surface (sf)
MAIN FLR/LOWER
1 Floor 1517
Mass Type
LOWER
1 S1abOnGrade
2 InteriorHorz
3 ExteriorVert
4 BelowGrade
Insul Form 3
U -value R-val Reference
0.097 R-0 FC.0.2X6.16
THERMAL MASS
Area Thick Heat Conduct- Surface
(sf) (in) Cap ivity R -value
Location/Comments
Location/Comments
1151
Window-
Overhang
0.98
R-2.0
Left Fin
Right
Fin -
Area
0.60
R-0.0
Crawlspace soil
40
Left
Rght
0.98
R-0.0
Mechanical room
418
8.0
28.0
(sf)
Hght
Wdth
Dpth
Hght
Ext
Ext
Ext
Dpth
Hght
Ext
Dpth
Hght
15.0
5.0
n/a
28.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
15.0
5.0
n/a
2.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
21.0
3.5
n/a
2.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
24.0
6.0
n/a
11.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
24.0
6.0
n/a
11.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
24.0
6.0,
n/a
11.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
18.0
6.7
n/a
11.0
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
15.0
5.0
n/a
26.0
1.3
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
INTER -ZONE
SURFACES
Area
Surface (sf)
MAIN FLR/LOWER
1 Floor 1517
Mass Type
LOWER
1 S1abOnGrade
2 InteriorHorz
3 ExteriorVert
4 BelowGrade
Insul Form 3
U -value R-val Reference
0.097 R-0 FC.0.2X6.16
THERMAL MASS
Area Thick Heat Conduct- Surface
(sf) (in) Cap ivity R -value
Location/Comments
Location/Comments
1151
3.5
28.0
0.98
R-2.0
Lower floor
366
4.0
27.0
0.60
R-0.0
Crawlspace soil
40
8.0
28.0
0.98
R-0.0
Mechanical room
418
8.0
28.0
0.,98
R-0.0
Retaining wall
HVAC SYSTEMS
Minimum Duct
System Type Efficiency Location
MAIN FLR
Furnace
ACSplit
LOWER
Furnace
ACSplit
0.800 AFUE Conditioned
10.00 SEER Conditioned
0.800 AFUE Conditioned
10.00 SEER Conditioned
Duct Duct
R -value Efficiency
R-0 1.000
R-0 1.000
R-0 1.000
R-0 1.000
COMPUTER METHOD SUMMARY Page 5 C -2R
Project Title.......... Beecher Residence Date........ 03/10/99
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -FORM C -2R
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
Tank Type Heater Type
1 Storage Electric
WATER HEATING SYSTEMS
Number Tank
in Energy Size
Distribution Type System Factor (gal)
Standard
1 0.88 50
SPECIAL FEATURES/REMARKS
This Micropas file is identical to the original file dated
10/24/97 with the following exceptions/changes:
1) The original notes in this special features/remarks section
have been deleted.
2) The installed windows are Viking brand. The sliders have a
0.38 U -value and the fixed windows have a 0.31 U -value. These
values were given to the Documentation Author by the Contractor.
3) The two installed furnaces are Lennox G24M3X-75 (Main Floor)
and G23Q2/3-75 (Lower Floor). These units have AFUEs of 80.0 and
80.4 respectively. Reference: Micropas Equipment Finder v2.7
4) A 5.0 -gallon electric storage water heater has been installed:
A.O. Smith EES -52. This unit has an 0:88 Energy Factor.
Reference: Micropas Equipment Finder v2.7
Note: An external insulation blanket is NOT required.
External
Insulation
R -value
R-0
HVAC SIZING Page 1 HVAC
Project Title.......... Beecher Residence Date........ 03/10/99
Pro'ect Address R 1 L 09 **4646**
........ eW t 1 *
ga ay, o
Oroville, CA 95966 *v4.50*
Documentation Author... Donna Wallace 4646***** Bui ing Permi
Wallace Energy Consulting
399 East 9th Avenue Plan Check
Da e
Chico, CA 95926
916-893-4982 Field Check/ Da e
Climate Zone.. ..... 11
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -HVAC SIZING
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
GENERAL INFORMATION
Floor Area .................
Volume.. . ............
Front Orientation..........
Sizing Location............
Latitude... .. ........
Winter Outside Design......
Winter Inside Design.......
Summer Outside Design......
Summer Inside Design.......
Summer Range..... .....
Interior Shading Used
Exterior Shading Used......
Overhang Shading Used......
Latent Load Fraction.......
Description
3034 sf
24812 cf
Front Facing
OROVILLE RS
39.5 degrees
30 F
70 F
104 F
78 F
37 F
No
No
No
0.20
HEATING AND COOLING LOAD SUMMARY
247 deg (SW)
Heating Cooling
(Btuh) (Btuh)
Opaque Conduction and Solar...... 13067 5433
Glazing Conduction ............... 7599 4939
Glazing Solar .................... n/a 16527
Infiltration ..................... 14113 5794
Internal Gain .................... n/a 2100
Ducts............................ 0 0
Sensible Load .................... 34779 34793
Latent Load ...................... n/a 6959
Minimum Total Load 34779 41752
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
HVAC SIZING Page 2 HVAC
Project Title.......... Beecher Residence Date........ 03/10/99
MICROPAS4 v4.50 File-BEECHER4 Wth-CTZ11S92 Program -HVAC SIZING
User#-MP0995 User -Wallace Energy Consulting Run -Beecher Residence
HEATING AND COOLING LOAD SUMMARY BY ZONE
ZONE 'MAIN FLR'
Floor Area .......................
1517 sf
Volume ...........................
12676 cf
Heating
Cooling
Description
(Btuh)
(Btuh)
Opaque Conduction and Solar......
5097
3708
Glazing Conduction ...............
4066
2643
Glazing Solar ....................
n/a
8921
Infiltration .....................
7210
2960
Internal Gain ....................
n/a
1050
Ducts.. ................... .....
0
0
Sensible Load ....................
16372
19282
Latent Load ............ .........
n/a
3856
Minimum Zone Load
16372
23138
ZONE 'LOWER'
Floor Area...... . ...............
1517 sf
Volume.... .....................
12136 cf
Heating
Cooling
Description
(Btuh)
(Btuh)
Opaque Conduction and Solar......
7971
1725
Glazing Conduction ...............
3533
2296
Glazing Solar ....................
n/a
7606
Infiltration .....................
6903
2834
Internal Gain.. ..................
n/a
1050
Ducts ....................... ....
0
0
Sensible Load.. ........... ....
18406
15511
Latent Load ......................
n/a
3102
Minimum Zone Load
18406
18613