HomeMy WebLinkAbout069-580-016a
069-580-016 PERMIT#95-1363
McCONNELL, Dewane
55 Hercules Ave., Oroville, 01
l9 7
Cont; Better Builders I
New Single Family
069-580-016 PERMIT#95-2465
McCONNELL, Dewyne
55 Hercules Ave., Oroville
Cont; Better Builders /19�
Add Bedroom/SF
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069-580-016 PEIOAIT#95-2165 \
| MuCO00EIL, Demayne
' ' | 55 Hercules Ave., Oroville
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C�' Better Builders
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) | A8d Bedroom/SF
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JOB FINALED (Date)
SignaWre
�
J=OK
O = Not OK
Not
= Not Readyable MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / P1 ft.
/ /"Nat. or/ /"L"ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks Easements
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.;Enclosures; Conduit Entries -Terminals -Listed
T Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
_ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
✓=OK
O=Not OK
=Not Applicable
Not Ready RESIDENTIAL Mingle
=
Date UNDERFLOOR (Plans) OK exce t k's
1.
P
Zoning -Setbacks -Easements -Flood -Slope
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3.
Ftg., Garage: Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4.
Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
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 -Anchor -Regulator -Service Test
12.
Electric; Underground
13.
Pienums & Ducts; Clearance -Material -Support -Ins.
14.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15.
Access & Ventilation
16.
Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date PLUMBING (Permit),OK except k's
16. Water Htr.: Vent -Access -Combustion Air -Baffle
17. Water Pipe: Test & Anchor -Nail Protection
18. D.W.V.: Test -Fittings & Anchor -Nail Protection
19. Shower Pan; Test. First Floor -Tub Access
------ --------
-----------------
20. Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe: Size & Anchors
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except 4's
- --- -- 22. Fixture & Transformer Clearance -Ins. Protection
------------------------------------------------
lec. eceptacles Spacing -Lights & Switches at Doors
----------------- -- -------------------
4;
- - -
------------------------------------- -- ----- ---
_--------
Size Boxes & No. of Conductors -Stapled _
- - -- - om Installed Close to Edge of Studs & C.J.
-- - - -
quip. Ground made'up w!Mech. Fastners-Bond Gas & Water
------------ ----------------------------------------- ----------------------------
27. 2 Annfignre Clirruta in Kitchen & Conductor Size/GFI
-------------------- ----------------------------------------------------------
28. Sfew Wire Size / ga._Cu or AI-A.C. Wire Size ! ! ga.
Cu or At
- - ------------------------
29. Range Circ. / t ga. Cu or AI -Oven Circ. / / ga. Cu or Al.
ate eutral Yes ❑ No
------------------------------------------------------- ------------------------
30-R;ser-1- n uctors & Ground -Main Disconnect
31. rarriffFs-Panels-Motors-Meth. Equip.
32 oset Light -Shower Light -Spa Light
------------------ ---------------------------------------------
mdke Detector
------------------------------ - --------------------------------------------------
Date Card B-1 Date Card B-1
------------------ - -----------------------------------------------------------
Date Card B-1 Date Card B-1
Date MECH (Permit) OK except If's
A.C. Ducts Insulation & Support
- ---------------------------------- -------------- -----------------------
------------35. Vent Fan -Exhaust above insulation
--- ------------------- ------------- -------------------- ---
36. Cond te'Drain & Overflow: Size & Grade
---------------------------------------------- ----------
37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet
- - ------------------- ------------------------------- ---
38. Attic Access a orm i urnance in Attic
----------------------------------------- ------------------------------------
r. Date Card B-1 Date Card B-1
----------- ------------------------------------------------------------------
Date Card B-1 Date Card B-1
Date FRAMI ans) OK except ft's
S I Proper Material & Anchors
------- --- ---------------------------
Walls Studs -Nailing Spacing & Bracing -Plates -Sound
41 Bea ri g Walls over Girders & Floor Nailing
---------------------------------------------------------
r Stop in Walls (rat proof)
FStops: Furred Ceilings -Stairs -Chases -Tub
------------- --- --------------
.
-- - . Headers & Beam -Size & Bearing
& Duplex)
Date FRAMING (Continued)
45. Han Anchors -Connectors
-- - 46. es-Purlin-root Brac-Truss-Shthng.-Ring.
47. Fire n -Flue -Fireplace Throat clearance
48. ze 3-R'omex Protection -Draft Stop -Ins. Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
50. tion Framing
51. Properr-Cine Firewall & Openings _
52. Ext ne - heck Garage -3rd Story, 2 Exits
53. Stairs-VPft7itlroom-Rise-Run-Landing-Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. ailing Veneer
56. S cco es -Drip Screed -Fd. Vents-Underfir. Access
. Glazing Area -Glass Protection -Skylights -Plastic
-------------------
58. She ai ilk" n'g-Bolts
---------------- ---
. nsulation-Walls-Ceilings
60. Infiltration -Walls -Windows
-------------------------
Date ______
_Card B-1 Date Card B-1
Date -
Card B-1 Date Card B-1
Date FINAL (Plans) OK except a's
61. eps-Door &Sidelight Protection -Landings
-Ex-
----------------
----------
Smoke Detector
63.
Furnace aacanc - mb. Air-Connector-
ara e: Above Floor -Ducts -Meeh. Protection
------ ------
--- ------
edro_om_ Exiling
--------- 65.-
Gres Access -Spa
4B
E6 lec. Trim _& Subpanel: Breaker Sizes & Labels
-------------------------------------
68.
-----------------------------
-
ces-Hearth
--
- 69.
-----
a
Eler n ue tna p nel: Int. & Ext.
------------------
70.
------------------------------
- rod. -Air Gap -Cooking Clearance
71
u e- s ec-- - at Kit. Counter
--------- - 72.
--------.---------- anding-Closer
73. A -
74.
Wtr arance-Comb Air-Connector-P.R.V.
-----------------------------------
Garage: Above Fflo-or-M-07. Protection
7
_ ec . qui ed for Location
76.
rZ, ag (G_F.L)-Romex Protection
----------
7 .
-Flat-l�_teaiarlPs-in
I ttic ❑ Yes
-----------------------------------------
7
s coon -Post Caps
79.
s rawo e oor-Drainage & Wood -Earth
Looked Floor ❑ Yes
------Clearance
80.
-under
----------------------------------------
F Drive 0 Yes 0 No: Walks 0 Yes 0 No;
- - - -- - -
-Planters 0 Yes No
-----h---- -
---------------------------------
--- ----
877-=17.
Unit: Disconnec . Electrical, Plumbing
- - --
-------------------- -
83.
liance-Fireplace.-Clearance to
Openings
------- -----------------------------------
8
---
re isconne ectrical, Plumbing
_
85.
-
c, rlm Receptacle -Underground -
' ---
.
entilation Throughout House
--- -7---
- -- --- - --- -- --
_ -.
_7
ass Protection - --
88.
cions from Prevr us Inspections
---------------
89.
�sesl-RheteiTagged_Gas-Electric
90.
*V - eMer-Gonnected-C/O to Grade -HD Approval
-
91.
------------------------
En y omplance Certificate -Other Certificates
Date L 1 __Card B-1 Date - _Card B-1 -
Date - �____ Card -B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE- DEPARTMENT Ofd DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, Calitbrnia 95965 - Telephone (916) 538-754�c�
APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
069-580-016
ZONING
A;,1
BUILDING PERMIT
OWNERT'
DeWa ne Lp.cConnell
TELEPHONE
SO, Fr, OCC. BUILDING VALUATI N
OWNERS MAILING ADDRESS
55 Hercules Ave. Oroville, CA 95966
7�
R ZV ,1,333
CONTRACTOR'S NAME
Better Builders Coast.
TELEPHONE
589-2574
CONTRACTORS "UNG ADDRESS
5263 Royal Oaks Dr., Oroville
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
LENDER'S MAILING ADDRESS
`
Filing Fee $ 20.00
Permit $
it Fee
Fee F
ARCHITECT OR ENGINEER
LICENSE NO.
Plan ng Fee _ $
ARCHITECT OR ENGINEERS MAILING ADDRESS
Energy Plan Checking Fee $ 23..00
Penalty $ r
BUILDING ADDRESS
55 Hercules Ave. OTOvllle
PERMITFEE $
PLUMBINGPERMIT Filing Fee 20.00
Each Trap 7.00
LOT No.
SUBDIVISIONS NAME
PARCEL MAP
Solar or heat pump water heater 23,00
USEOFSTRUCTURE
SF JDR Duplex ❑ Mobilehome ❑ Other
SPECIFY
Water piping 15.00
Each gas water heater or vent 15.00
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
TYPE OF WORK
New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: n
g�jrl Rorlrnnm Rp #9 –1 63
Mobile Home S G W 920.00
PERMITFEE $
Contractor
ELECTRICAL PERMIT Filin Fee 20:00
Main Service a00VOR LESS
( 200A OR LESS ) 23.00
Main Service ( 200A TO 1000A ) 46.00
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 roe
p p rty, or my employees with wages as 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
NEW CONST. DWELLING OCCUR SG,
OR ADDNS. ( & Acc. BLDS. ) 3.5¢ FT.
NEW CONST. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS ) @7,50 ,fir'
POWER APPARATUS
(e SINGLE OUTLET A.)
Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00
BAL 0 .50
Occup. Ex. p. OUTLETS PP WS. OR
( (RESIo.)EA) 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMITFEE $
Contractor
-65
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.
I� 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 insuran a carrier and policy number are:
Carrier
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMITFEE $
Contractor
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.
XDate �– (o – 9�
Signaturef Ap icant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA rmit is required for excavations over 5'0" deep and demolition or construction
of structu s over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $ , OQ
c
co ST. PE
TOTAL FEE $� 9 UV
HAZ. D. FES
�-
IMP FLOq�
i/
CDF PAgcEL
i
PD HD
ISSUE
This permit is hereby issued under the applicable provisions
of the tte County ode and/or Resolutions to do work
indi ted a v for ich fees have been paid.
By Date q'✓
PERMITEXPIRESON 70 PC -6-
(Date)
Receipt No. 185340 � Q %/ �
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER A. P
Proposed Building Use 4-4tlBuilding Inspector Date ld
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
1. All items have been submitted.
2. Plot plans, 3/4 sets, signed by preparer of plans.
3. Complete plans, 3/4 sets, signed by preparer of plans.
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans.
-.,& Hazardous Material Form.
t/ 6. Energy Design Compliance and supporting documentation.
7. Statement of Intent for Non -Heated and A/C Buildings.
8. Engineered truss details and layout in duplicate (required prior to plan check).
9. Mobilehome data and manufacturer's installation instructions, 2 sets.
Fees of $
11. Impact fees as shown on attached schedulec�7q"e0e__
12. California Department of Forestry plan approval/fees.
Flood elevation letter (100 year flood) by California Engineer.
14. Sanitation and plot plan approval LD Health Department.
15. City of Chico plumbing permit.
16. Plot plan and business license approval from City of Biggs/Gridley.
17. Planning approval for (A) Use: (B) Parking:
18. Contact Land Development about (A) Improvements (B) Drainage.
19. Driveway permit (construction approval required prior to occupancy).
20. Pre -inspection for required.
21. Contractor's license information. (No., Name Style, Classification).
22. Certificate of Workmans Compensation Insurance.
23. Owner -Builder Verification (Given to owner , Mail to owner
24. Recorded copy of Agricultural Acknowledgement Statement.
25. Letter of signature authorization.
26. Copy of recorded deed of parcel creation and 60 right of way to a public road.
27. Letter of intent on building use.
28. Mobilehome utility clearance.
29. Documentation of legal access.
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements.
31. Existing violations/expired permits.
32. Plan check list.
33.
34.
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone and hold for pickup at office. Deliver with inspector.
Other
Applicant Date
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew
action on an application after expiration, a new application, plans and fees will be required.
FEE REFUNDS
Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from
the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued
permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked
and other department costs are not refundable.
Original - Applicant
� y.•.«-.--,.,,, .r.e.f.�.��`r. `rY•��?..�'�� f -•s " � „4. `yn1��+,�,,�����_ +F'r�.`n".t�y; `.v1'+" '` + ' r��'ir'„'k: ,;`{TT.
COUNT
Y,O,F BUTTE - DEPARTMENT OF ITA oPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVI LEE, CALIFORNtA95965 -TELEPHONE (916) 538-7541-
PERMIT APPLICATION DATA SHEET
OWNER A. P
Proposed Building Use Building Inspector Date to
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1. All items have been submitted.........................................
2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... .M
3. Complete plans, 3/4 sets, signed by preparer of plans. ..... .'
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ...........`.�
azardous Material Form. ........................ ................. .
iAll
Energy Design Compliance and supporting documentation.
r ;a7. Statement of Intent for Non -Heated and A/C Buildings . ......................
8. Engineered truss details and layout in duplicate (required prior to plan check). ....
-,-9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...........
Fees of $ = 00
1. Impact fees as shown on attached schedule<5?CtV,0L,,....................
California Department of Forestry plan approval/fees. ....................... .
Flood elevation letter (100 year flood) by California Engineer. .. ............ .
14. Sanitation and plot plan approval 494AID Health Department . ............
15. City of Chico plumbing permit . .........................................
16. Plot plan and business license approval from City of Biggs/Gridley. ..............
17. Planning approval for (A) Use: (B) Parking: . ........
18. Contact Land Development about' (A) Improvements (B) Drainage. .......... .
19. Driveway permit (construction„ pproval required prior to occupancy). .. .. .. .
20. Pre -inspection for , ') �.' f , I~% required. o Build g Inspedo�- (Date)
21. Contractor's license inforrnation.P(No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation,lnsurance. ......................... .
23. Own er-BuildgVVerification (Given to owner; t , Mail to owner ............
24. Recorded~copy of Agricultural Wti knowledgement Statement . ..................
25. Letter of signature authorization.%! ! ...... E ;�>..,? .....................
eed of parcel 60�right o way to a public road. .....
26. Copy of recorded dt '
27. Letter of intent onuilding use.
b/...t. .
' ±.. ;.... `. ......................... tr
28. Mobilehome utility clearance. .. r�u.....�.'� .
29. Documentation of,legal access.... i. ,,!``./...........:................. .
30. Documentation of.�50% srb'division developed or (A) Road improvements completed
and (B) Parcel meets ioningiarea-and frontage requirements . ...............
Existing violations/expired ermits .................. . .
Plan check list. .. I Q`!: 002 F,1 IT.(ZA�.. T-0 .../N E ..a c��ao!h......
33. c D/�,pia � GG �' /'YJs� - �i�r �u�`- �/� did /� s .�' d5t�.�
34.
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone and hold for pickup at office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant _
Date
Copy of'Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitt fortpe ce: ne t checked above).
1. Index permit for above items N
2. Additional items required:
ZeatLU24idesigner, owner, was advised of above required da&'by'�phone&7- mail Counter by G Date
Contractor, designer, owner, was advised of above.required data by _ phone _,mail,',' C, ter by _ Date
Plans checked by GI $ 5 Date Plans approved'by 12 e� Date' , C/ -Z5"
v'
Sets of plans�A �So0/ �,F�i%'cabinet AP folder
Copy - Department of Public Works
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (916) 538-7541
FAX: (916) 538-2140
BETTER -BUILDERS CONSTRUCTION
5263 ROYAL OAKS DR
OROVILLE, CA 95966
RE: Building Permit 95-2165
RE: MCCONNELL, DEWAYNE Expiration Date • 12/20/96
55 HERCULES AVE A.p. # 069-580-016
OROVILLE, CA 95966
With reference to the above subject, our records indicate that your
building permit expires on the above date and your permit falls into the
category 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.
[X] No inspections have been made on permit work. Inspections are
required to verify code compliance. We are unable to renew a
permit where t11 -le work has not been started and inspected prior
to permit expiration. After exY,rat� ^f your pert; no work
may be started -until a new permit has been issued.
If our records are in error or should you have any questions concerning
this matter, please contact the OROVILLE of f ice.
Thank you for your prompt attention concerning this matter.
Yours very truly,
Michlael C. Vieira, C.B.O.
MCV:ahb Manager, Building Inspection
Attachments
Chico Office , - 1469 Humboldt Rd/891-2751
U T Y
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71-44 1
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7
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Address
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ELECTRIC
Meter By —Date Q
LLJ
JOB FINALED (Date) l /�
Signature
T
RESIDENTIAL
/I Alysl 6DwV c,lcd4'-_
0�-016
McCONNELL,
PERMIT#95-1363
Dewane
.5•���94 " ���' `�` �'���
55 Hercules
Cont; Better
Ave., Oroville
Builders
New Single
Family
I
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71-44 1
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Address
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ELECTRIC
Meter By —Date Q
LLJ
JOB FINALED (Date) l /�
Signature
,I OK
O=Not OK ^
N t Readyable MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / /" L" ft.
/ /"Nat. or/ /"L"ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks Easements
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
S
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.;Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J=OK
O=Not OK
= Not Applicable
Not Ready RESIDENTIAL (Single
=
Date UN FLOOR (Plans) OK except N's
Z riing-Setbacks-Easements-Flood-Slope
F ., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. P' rs-Fireplace Ftg.-Steel
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 -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pi nums & Ducts; Clearance -Material -Support -Ins.
ers-Sills-Anchor Bolts -Joists -Vents -Cripples
Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit),OK except #'s
6. Wer Htr.: Vent -Access -Combustion Air -Baffle
CE�------- at---------------------------
ater Pipe Test Anc r -Nail Protection
------- ----------------------
— --- 18. W.V.; T itc gs & Anch ail -Protection
------- ----- ------------------
r9.-•3ho 41a _Test. First Floor -Tub Access
est Tub & Shower. Second Floor -Tub Access
21. Gas Pipe: Size & Anchors - -- ------ --- -
-------- ---------ar--d--B-1 A-)--1--_--_--Date
-- --- —Date -- ----- --- — -
Date Am CCard B-1
Date Card B -I Date Card B-1
Date ELE ICAL (Permit) OK except rf's
-- — Fixture & Transformer Clearance -Ins. Protection
le Receptacles Spacing -Lights & Switches at Doors
-------- — -- — -- - - - —
---------------- ---------- —----------- ------------------
Size oxes & No. of Conductors -Stapled
------------ -- - - - -- — --- - -------------------
-------------
-
omex Installed Close to Edge of Studs & C.J.
----------- - - ---------------------------------------------------------
Ground made up w/Mech. Fastners-Bond Gas & Water
------------ ---- - ----------------------------------
----- ------ -----------------
2 Appliance Circuts in Kitchen & Conductor Size/GFI
-------------------- ----------------------------------- ---------
,�28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size r / ga.
Cu or At
Mange Circ. ! g r AI -Oven Circ. / 1 ga. Cu or Al.
Ins aced Neutral -0--Yes — 0 No
------- ----------
Service-Riser Conductors & Ground -Main Disconnect
---------- - -------------------------------------------
31. Equip Clearances Panels-Motors-Mech. Equip.
�32!Clo hes Closet Light -Shower Light -Spa Light
Smoke Detector
------ --- - --------------------------------------------
Date Card B-1 Date Card B-1
----- -------------- — ----------------------------------------------------
Card B-1 Date Card B-1
Date MEC NICAL (Permit) OK except n's
A. C. Ducts Insulation & Support
-------------- - - --- --------- - -- -- -
-enn F ------a— ---------- --------- - ----- --- -- -- ---
3 n: Exhaust above insulation
-elili _Co 1_d_e_n_s_at,
ondensate Drain &Overflow: Size &Grade
- 7. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet
--- -- - -- -
------------------- -------------------
Att- Access & Platform it Furnance in Attic ----------------------
Date Card B-1 Date Card B-1
- ---B-
---- - -- --------------------------------------------
Date Card 8-1 Date Card B -t
Date FR ING (Plans) OK except P's
9. Sils. Proper Material & Anchors
------ ----=-- - - - ---
- - --- ----- --- - -
--- --- - - - ------ ----
------------ ---- -----
�Wans Studs -Nailing, Spacing 8 racing -'Plates -Sound
----------- ------------- -------- -- --------------------------
earing Walls over Girders & Floor Nailing
------------------------------------------------------------ -----------------
42. Dr ft Stop in Walls (rat proof)
------ -- - - - - - ---
F e Stops: Furred Ceilings -Stairs -Chases -Tub
Headers & Beam -Size & Bearing
& Dupiex)
Date_FRAMING (Continued)
Hangers -Post Caps -Anchors -Connectors
rCing. Joist-Rftr. ties -Pu rlin—roof Brac-Truss-Shthng.-Ring.
y07. Fireplace Ties or Type A Flue -Fireplace Throat tlearance
— AAccess: Size & Romex Protection -Draft Stop -Ins. Baffles
Bdr -_Windows or Exiting Doors -Sill Hgt. & Dimensions
_ S Garage Fire Protection Framing
---- — -5_ ro_perty Line Firewall & Openings
i 52-51 Doors -One 3' -Check Garage -3rd Story, 2 Exits
S irs; Width -Headroom -Rise -Run -Landing -Fire Protection
ply ood on Roof Overhang -Attic Vents -Rafter Outriggers
--------------- ---
- iding-Nailing Veneer
cco Mesh -Drip Screed -Fd. Vents-Underflr. Access
--------------- -- --
_ Glazing Area -Glass Protection -Skylights -Plastic
58. Shear IIs: Nailing -Bolts
sulation a_ eilings �t!
60. Infiltration -Walls -Windows
-Date-ililfCard -6_1 I — Date — Card B-1
Card B-1 Date Card B-1
r & Sidelight Protection -Landings
----- - �z oke Detector
Furnace: Vents -Clearance -Comb. Air -Connector -
n Garage: Above Floor-Ducts-Mech. Protection
----------------X96,20
- ------------ —
B o_om Exiting
&Bath Fixtures & Tub Access -Spa
rim & Subpanel: Breaker Sizes & Labels
gOA�I'Ele
hairs &Rails
------------
..&8- Fireplace -or Stove: Clearances -Hearth
__ 6� a utlets at Wood Panel: Int. & Ext.
Kit ixt & Appliance; Grnd.-Air Gap -Cooking Clearance
-- ---- --... - -- ------------------- —
E Outlets & Receptacles at Kit. Counter ---
. Garage Fire Door_Swing-Landing-Closer
a- ----- ueFir�-@arayE�Damper
b. Air-Connector-P.R.V.
ge; Above Floor-Mech. Protection
- L,�5PI Elec. & Mech. Equip. Listed for Location
7 receptacles in Garage: (G.F.I.)-Romex Protection
V,.Insu ' n -Foam -Looked in Attic ❑ Yes
7 u Rails & Deck Construction -Post Caps
L�dn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Flo 0 Yes
.. - - - -- - -- ------------- ------- ------ -----
80. Followinginstl Drive Yes O No; Walks Yes 0 No;
PI nters ❑ es ❑ No
- - Uii, St -co: Brown -Finish --
A. mt; D sconnect. Electrical, Plumbing
8 ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to
Openings
t,fect. Electrical, Plumbing
� �RaRn3tection
Elec. Trim; G.F.I. Receptacle -Underground --
(.�6.on Throughout House
-- - -
--------- - - _
- - d. rrections from Previous Inspections
-- - ---.. --- -----------------------------------
as est -Meters Tagged; Gas -Electric
-
-----------------
ter & Sewer Connected -C/O to Grade -HD Approval
Energy Compliance Certificate -Other Certificates
---------------------------
Date JlCard B-1 -- Date _ _Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
COUNTY OFBUTTE- DEPARTMENT 9F,YAPV,ELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541EBMIITTT NO.
APPLICATION AND PERMIT 4
ASSESSOR PARCEL NUMBER 069-580-16
AR1 ZONING
BUILDING PERMIT
OWNER
DEWANE C. MC CONNELL
TELEPHONE
533-1545
SO. FT. OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
7 ROSITA WAY OROVILLE 95966
2432 R
131,328
595 M
10,710
CONTRACTOR'S NAME
BETTER BLDRS
TELEPHONE
589-2574
595 C
7,735
84 0
588
CONTRACTORS MAILING ADDRESS
5263 ROYAL OAKS DR OVILLE 5 66
Fireplace "A"
1,500
CONSTRUCTION LENDER
UNMOWN
Total Valuation $
151,861
LENDER'S MAILING ADDRESS
Filing Fee
$ 20.00
Permit Fee
$ 321.50
ARCHITECT OR ENGINEER
LICENSE NO.
Plan CheckingFee
$ 533.p5
Energy Plan Checking Fee
$ 23.00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDINGADDRESS 95 HERICUTES AVE
PERMITFEE
$ 1398.4-5
PLUMBINGPERMIT
Filing Fee 20.00
Each Trap
1 7.00 105.CC
LOT NO.
SUBDNISION'S NAME
PARCEL MAP
Solar or heat pump water heater
23.00
USEOFSTRUCTURE
SF M Duplex ❑ Mobilehome ❑ Other
SPECIFY
Water piping
15.00
Each gas water heater or vent
15.00 1 15 0
.
Gas piping system 1 - 5 outlets
15.00 15. Q
Building sewer
15.00 15.0
TYPE OF WORK
New 6 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 4 BEDROOM
Mobile Home S I G W 1
@20.00
PERMITFEE
$ 185.O
Contractor
ELECTRICAL PERMIT
Filina Fee 1 20.00
eoov
Main Service oR LEss
( 2ooA oR LESS )
23.00 23.00
Main Service ( 200A TO I000A )
46.00
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,
-7
and my license is in fu P rce and effect. �2°G
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, a owner of the property, or my employees with wages as their sole compensation,
ill 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
NEW CONST. DWELLING OCCUP.
OR NS. ( 8 ACC. )
SO.
3.5Q FT. Q O
C
NEW CONST. MULTI -OUTLET
NON-RESID. L BRANCH CIRCUITS )
@7.50
( POWER APPARATUS )
8 SINGLE OUTLET CIR.
Ex. Occup. (OUTLET OR FIXTURES)
20 p 1.00
BAL 50
Ex. Occup. oFIXEEDrs PPLNS..OER.e
( )
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
POOL ELECTRIC
30.00
PERMITFEE
$ 178.90
Contractor
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 SPLIT SYSTEM_
15 UU
Cooling ATT,
20.00
Hood
6.50 r
Ventilation
2 4.50 1 9.00
PERMITFEE
$ 70.50
Contractor
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 pr visions of section 3700 of the Labor Code, I shall
forthwith comp) ith t provisions.
/
X Dote p_t
Signature of Applicant - ❑ Owner ❑ Contractorg4- ent
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 Is
Energy Inspection Fee $
JzD3
DV T. PE
TOTAL FEE $p5
g7 .8 • 95
HAZ.
_
D��EES
A
IM F�goD
X
cqF PARCEL H
X A f, ATE
This permit is hereby issued under the
of the Butte County Code and/or
indicated abov for which fees have
By
PERMITEXPIRESON 7- 1
I
applicable provisions
Resolutions to do work
been paid.
ate l/ -9S'
r -q/=>
(Date)
ReceiptNo. IfAWAk 1855.75//130280--23.10
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 - Orovift, `Califarnia 95965 - Telephone (916) 538-7541 PERMIT NO.
APPLICATION AND PERMIT 95--1363
ASSESSOR PARCEL NUMBER �;�, //�
ZONING
UILDING PERMIT
OWNER U
r��
f!/N
E S�
SO. FT. OCC. BUILDING VALUATIO
OWNERS MAI NO AD y ,+ ^ 0' , A
CO'S NAM/E/V`
MM
N
CONTRACTORS NGAoo�C,C/�LOus��
Rreplace
SO
CONSTRUCTION LENDER -
UNKNOWN
Total Valuation $
Fling Fee
20.00
LENDER'S MAIUNG ADDRESS
Permit Fee
ARCHITECT OR ENGINEER
UCENSE NO.
Plan Checking Fee Q
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEERS MAIUNG ADDRESS
$ j
jPenalty
BUILDINGADDRESS
PERMITFEE
S
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7,0
LOT NO.
S DN NS NAME
PA�F.�_WP
�J
Solar or heat pump water heater
23.00
Water piping
15.00 �v!%
USEOFSTRUCTURE
SF Duplex ❑ Mobilehome ❑ Other
' SPECIFY
Each gas water heater or vent
15.00 rc
Gas piping system 1 - 5 outlets
15.00 p
Building sewer
15.00
TYPE OF WORK
New* Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: /�L�W1/
Mobile Home S I G I W
4@20.00
PERMITFEE
s
Contractor
ELECTRICAL PERMIT
Filinq Fee 20.'00
Main Service000V OR LESS
( 200A OR LESS )
23.00 .�
Main Service ( 200A TO IOOOA )
46.00
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
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
NEW CONST. DWELLING OCCUP.
OR ADON ( a )
So.
3.5¢ FT. p ,
LTI-ACCUTLEBLDS
NEW CONST. MUITI.OUTLET
S
NON-RESID. ( BRANCH CIRCUITS )
97.50
POWER APPARATUS
(a SINGLE OUTLET CIR. )
Ex. Occup. ( OUTLET OR FXTURES )
20 @ IAO
SAL 0 .w
Ex..Occup. (oFIXEEDrs PLAS. ORR.a)
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
a C
PERMITFEE
$
Contractor
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
Fling Fee 20.00
Heating
0
Cooling
O� OQ
Hood
6.50
Ventilation
c -ad
PERMITFEE
$ Q , s
Contractor
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 shell
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 _ _ Y
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agen
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height. ��81 Qa�
Mobile Home Installation Fee
Is
Energy Inspection Fee $ Q
copy gYPe
'DD..
TOTAL FEE $
HAZY. FEES I IMP FLOOD C F PARC PD HD ISSUE
This permit is hereby issued under the
of the Butte County Code and/or
indicated above for which fees have
By
PERMITEXPIRESON
applicable provisions
Resolutions to do work
been paid.
Date
(Date)
n
Receipt No. / d�, to
WHITE-D.D.S.-WD. CANARY -ASSESSOR PINK-INSPVgTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 89.1-2751.
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
f INOTICE
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.
COUNTY OF BUTTE
BUILDING'DIVISION s
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER — - PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please 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.
11
Date Inspector
=.
REV 10/92
Owner:. Permit Permit No.
E N E R G Y C E R T I F I C A T I 0 N°,
5"s /-'erCti, ,ova- , Drob/ 9-sya-0/6
LOCATION A.P. No.
DESCRIPTION OF INSULATION
ROOF
Material
Thickness(inches)
EXTERIOR WALL.
Material
Thickness(inches) 9-1:2
CEILING
Batt or Blanket Type
Thickness(inches) (z-38
Loose Fill Type
Minimum Thickness (Inches) /Z-38
Area covered(ft.2)
FLOOR) ELEVATED
Material
Thickness(inches) - 9
FLOOR, SLAB
Material
Thickness(inches)
W idth(inches)
FOUNDATION WALL
Material
Thickness(inches)
Brand Name
Thermal Resistance (R Value)
Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
Brand Name
Number of Bags Wt. per bag lb.
.Thermal Resistance(R Value)
Brand Name
Thermal
Resistance(R Value)
Brand Name
'Thermal Resistance(R Value)
]hand Name
Thermal Resistance(R Value)
I hereby certify that -the above insulation was installed in the above building
in conformance with the State of Calif
orriia Energy Requirements.
�_ o�r� ZhSct.�a 7�'•0� �i9 y l0
FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO.
SIGNATURE OF INSTALLATION APPLICATOR
9-�0-C/5
DATE
I hereby certify the above insulation and all required items as shown on the
Building Department approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
3,;?3 2 -
FIRM
FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO.
SIGNATURE OF CiE,.NERAL CONTRACTOR OWNiER
//-13
DATE
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVAL ANDA COPY SHALL. BE POSTED WITHIN THE BUILDING'.
January 1984
��17F;tr:Sw.rvsrr"S�a7u-�«..,�v..,..:.yyr•-n...Mn;•, s'�
COUNTYOFBUTTE - DEPARTMENTOFDEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER �i��/.�/ C� A. P.
Proposed Building Use �� Building Inspector �' Date ..2
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
' DATE RECEIVED BY
1. All items have been submitted . ........................................
2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... .
3. Complete plans, 3/4 sets, signed by preparer of plans . ......................
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material Form. .
6. Energy Design Compliance and supporting documentation . ................. .
Statement of Intent for Non -Heated and A/C Buildings . ......................
' Engineered truss details and layout in duplicate (required prior to plan check). ....
Mobilehome data ang manufacturer's installation instructions, 2 sets. .
Fees of $ 23 .......... �� 9S
Impact fees as shown on attached schedule.
alifornia Department of Forestry plan approval ees ....,
13. Flood elevation letter (100 year flood)rnia Engineer. . .
14. Sanitation and plot plan approva ty Health Department . ............
15. City of Chico plumbing permit . .........................................
16. Plot plan and business license approval from City of Biggs/Gridley. .............
17. Planning approval for (A) Use: (B) Parking:
Contact Land Development about (A) Improvements (B) Drainage. .. ...... .
19. Driveway permit (construction approval required prior to occupancy)44!; d ....... 7-&- _r �-
Pre4nspection request
20. Pre -inspection for required. . to Building Inspector (Date)
21. Contractor's license information. (No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation Insurance . ..........................
23. owner -Builder Verification (Given to owner , Mail to owner �. ............
Recorded copy of Agricultural Acknowledgement Statement . .................. S-.
2 . Letter of signature authorization . ........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .....
27. Letter of intent on building use . .........................................
28. Mobilehome utility clearance . ..........................................
29. Documentation of legal access . ..................... :..................
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ...............
31. Existing violations/expired permits . ......................................
Plan hec list. ....
34.
When you'issue the permit, process as follows: Mail to owner. Mail to contractor.
(O Telephone W57Vand hold for pickup at Q(LLQ office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitted prior to
1. Index permit for above items No.
2. Additional items required:
new
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone _ mail Co t by _ Date
Plans checked by Date Plans approved by Date
Sets of plans on hold in File cabinet AP folder; � .
Copy - Department of Public Works
OWNER
COUNTY OF BUTTE -
DEPARTMENT OF. DEVELOPMENT
SERVICES -
BUILDING DIVISION
7 COUNTY CENTER
DRIVE, OROVILLE CA 95965
- TELEPHONE
(916) 538-7541
0
T
PROPOSED)JMDING USE
SCHOOL DISTRICT FEES 6A-0
(paid at District Office).
_ 2. SHERIFF FEES ........................
(paid at Building Department)
Residential...... x =$
unit amt.
Commercial (sqft) x =$
sq.ft. amt.
3. URBAN AREA FEES
(paid at Building Department)
Residential (per unit) x =$
# units amt.
A.P.
DATE 6 �--�
REC. # DATE REC
4rL23 G a�
Commercial (per sq.ft) sqx =$
.ft. amt.
X� 4. RECREATION DISTRICT FEES
(paid at District Office) .........................
45. DRAINAGE DISTRICT FEES
(Contact Land Development Division) ..............
6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00......
(paid at Building Department)
7. OTHER
8. OTHER
At time of permit application, I was advised the above fees are required to be paid
prior to issuance of the permit.
APPLICANT
DATE
PERMIT NO: 22-95
Lake Oroville Area Public Utility .District
1980 Elgin 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 21, 1995
Applicant: Dewane C. McConnell (Better Builders Constr.)
Applicant Address: 7 Rosita way, oroville, CA 95966
Applicant Phone No.: 533-1545 589-2574
Property Location (S): 55 Hercules Avenue
Lakeridge Village Lot 18
A. P. No. (s): 69-58-16
Fees due: All fees paid.
4 �
Application for service approved:
LAKE OROVILLE AREA
PUBLIC UTILITY DISTRICT
Inspection(s) made and successful test(s) observed:
Location:
I:U
Date:
� L
h O
Lake Oroville Area Public Utility District release to close permit:
Date: By:
cr)
M
M
-�`-.,.,+^-vrr^-yr �:;-.n..;,.Aks•,Aw�17.n'Pf„rte-h:vn'F•+`�;i'f�t-+`.4t"'�:''"-�w-f� ��.1';:^r1�.� :r>.�...•�-Lf'1;'.l, y ;_ "rt.•K
BUTTE COUNTY SCHOOLSI PAC ;FEE CERTIFICATION FORM
".3gNs
(One Form Per'Building)
� T
School District -0 /ZQ Building Department No.
A.P. Number(9_,,6d -0 �U�cv Jurisdiction: „ �_� City County -
,. , • • :'
Property Owner Z-)e!/j/%/'�/
Property Location/Address
f ,ter ..----•_�..
Subdivison Lot No. `
Residential Development -1
[�
Sq. Footage •2zz
-7 L..-
No. of Living
MHI
Addition
(Group R)—
Units
,
Commercial/Industrial
a.0
Sq. Footage
New /
Addition
(Including Exterior
7. _
�T Roofed.Areas)
Building Depa ent Representative * ,`� '
r
y t Dat
T9 F� `CJC% P
District Identification No.
School District certifies that
(Street Address)
(Applicant)
(Phone
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. 93 - 9-/O by payment of $
representing o2 3 square feet. AB 2926 $
MITIGATION $
School District Representative Date
Paid by Check #
f-PaiBank Number
//-
Paid
d by Cash _
Remarks:
9 r
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 imaact on the school district's schools. 7 ! . ' • 'C—
White (applicant), Yellow (building department), Pink (school district)feeform.wkt (11/94)dmm
All that real property situate in the County of Butte, State of California, described as follows:
LOT 18, LAKERIDGE VILLAGE SUBDIVISION, HERCULES AVE., OROVILLE, CA.
v1 �•
QITI—,
Date:PROPERTY OWNERS:
%yt G- --Az-( M60Ycr
Return to _ O AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT%
Building Division FOR RESIDENTIAL DEVELOPMENT
Section 26-8.1 of the Butte County Code requires this
� L4-(t,TLj� Q
acknowledgement be recorded prior to issuance of a building
+�
95-0207811
permit.
Rec Fee 6.00
The property described herein is adjacent to land or included
I Cash 6.00
within an area zoned for agricultural purposes, and residents
Recorded I
of this property may be subject to inconveniences or
Official Records I
County of I
discomfort arising from the use of agricultural chemicals,
Butte I
including, but not limited to herbicides, pesticides, and
Candace J. Grubbs I
fertilizers; and from the pursuit of agricultural operatioac
Recorder I
including, but not limited to cultivation, plowing, spraying,
2: 18 p m 22 -Jun -95 I P U B L XX 1
pruning, and harvesting which occasionally generate
dust,smoke, noise, and odor. Butte County has established
agricultural zones which have as a priority use for productive
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or
discomfort from normal. necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
LOT 18, LAKERIDGE VILLAGE SUBDIVISION, HERCULES AVE., OROVILLE, CA.
v1 �•
QITI—,
Date:PROPERTY OWNERS:
%yt G- --Az-( M60Ycr
o
L%n —n ; r ztk
� L4-(t,TLj� Q
State of California )
County of ) _
On btti f ` ' }" `� ��
personally appeared Mn�, lifii'r
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacily(ies), and that by his/her/their signature(s) on the Instrument, the person(s), or the entity upon behalf of which the
person(s) acted, executed the Instrument.
WITNESS my hand and official seal. SANDQABUNN
0-6kno IM588 wn cvst
kft�c� cavort*,
Signature&L-11 1, J Seal: Whcamn+.ontm.acP: I1, iooe
A.1'. p /_l b7- J' f l) • 0 / 6 END OF DOCUMENT
LAND DEVELOPMENT - UILDING PERMIT CLEARANCE Building Permit No.
�TA72 R T& H Kj * -
OWNERS A.P.
NAME: 1 t I �n►I19,11 �d P.(.liCZc.sL- C—
PRINT
PRINT LAST NAME FIRST e/
COUNTY ZONING 2 ' 3 7�
DESIGNATION: FLOOD ZONE: IC FLOOD MAP:
APPROVED:
CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS
DATE OF CREATION:
LEGAL ACCESS PROVIDED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION
COMMENTS/CONDITIONS:
DEED REFERENCE:
LEGAL ACCESS REQUIRED:
YES NO
PARCEL CREATION BY MAP
DATE OF RECORDING Zg 8 'LOT.
YES' NO
,2,4- -4r-
PARCEL
r -
1- 4-f4mo6E 1/iu-,0*C
BOOK 95' PAGE //—/-57
COMPLIANCE WITH OLD SUBDIVISION 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 DIVISION UNLESS OTHERWISE NOTED.
_X1. Maintain a 50 ft. building' setback from centerline of road. ()V—X/ZCVZ-,,—WS 14(/6,)
2. Maintain a 575' building setback from right e#-way/centerline of
le -6e -L)" R40&Lr RA
3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
4. 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.
5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
6. Maintain a 100 ft. leachfield setback from all existing wells.
7. Maintain a ft. leachfield setback from
8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees.
9. 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. Payment to be made to the Planning Division.
10. 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.
1 1. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
4C 12.
CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER.
LD 12194. C:1WP511FORMS.K\BLDGPERM.CLR
s "G
Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT
Building Division FOR RESIDENTIAL DEVELOPMENT
Section 26-8.1 of the Butte County Code requires this'
acknowledgement be recorded prior to issuance of a building
I
95-020781
permit. +
1 Rec Fee 6.00
I Cash 6.00
The property described herein is adjacent to land or included
Recorded I
within an area zoned for agricultural purposes, and residents
Official Records I
of this property may be subject to inconveniences or
County of I
discomfort arising from the use of agricultural chemicals,
Butte I
including, but not limited to herbicides, pesticides, and
Candace J. Grubbs I
fertilizers; and from the pursuit of agricultural operations
Recorder I
including, but not limited to cultivation, plowing, spraying,
2 : 18 p m 22 -Jun -95 I P U B L XX 1
pruning, and ' harvesting which occasionally generate
dust,smoke, noise,.and odor. Butte County has established
agricultural zones which have as a priority use for productive
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or
discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
LOT 18, LAKERIDGE VILLAGE SUBDIVISION, HERCULES AVE., OROVILLE, CA.
Date: JC2-?P -CF7)
State of California
County of
On C'
personally appearea
PROPERTY OWNERS:
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the
person(s) acted, executed the instrument.
WITNESS my hand and . official seal. &41"A BUMN
11MU8 M ff CPS)
11 !rife Canty. cd*M io
Signature t'C Lv Seal: wcan++wfonr� s1�).11.1vc8
A.P. # 061-5���-O%6
RESIDENTIAL PLAN CHECKING GUIDE
SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS ONLY
OWNER: Ale DIV QL-1-r/ BUILDING PERMIT NUMBER: 7S' 133
PLAN CHECKER:ASSESSOR PARCEL NUMBER: ZP9-
GE
Z i g requirements: (sideyards and number of permitted living units).
Valuation.
r-p-'ropser
signed by designer. description of work on application,
Vxisting violations on property.
6tems oon data sheet, (Impact fees, Health, Developer fees, License law, etc.). ,
ecorded notice of violation.
a
PLOT PLAN:
Complete parcel size and dimensions.
backs, sideyards, easements, etc.
-3---�er buildings or structures.
Q-- Gtr ding, fills, and drainage.
Sl�Flood hazard. .
cial conditions on creation map, (noise, C.D.F., fire sprinklers, non-combustible, and foundations).. � `,
A. FA
U & S road setback.
yrlding or utilities across lot lines (Record form).
FL 6 LAN:-
omplete-to scale.plan with dimensions.
quir6d windows. f0i fight -and ventilation (Section 1205):
3C/ Required windows for second exit (Section 1204j.
g is (Chapter 34 & Section 5207).
5 an impact glass (Section 5406).
Rhe uired room sizes, ceiling heights (Section 1207).
G.F.C.I. in baths, garage, kitchen, and exterior outlets (Article 210-8).
,9--gright fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment.
ations of water heater, heating and cooling equipment, other electrical or gas equipment.
10 Guage firewall, door size, and closer (Section 503(d)(3) ).
H'0' exterior exit door (Section 3304 (f).
k2--' repl and wood stove location, alcoves and clearance.
1 oke detectors (Section 1210).
1 Plumbing fixtures, water closet clearances and shower size.
STRUCTURAL DETAILS: '
Standard bracing or engineered design (Table 25V).
,2---Un—usual shape, size, or split level house requiring lateral design.
'3,- ere requiring balloon framing and/or engineering. /
ee story ui ding requiring engineered calculations and plans.
��oun tion plan complete enough to construct building.
oor construction details complete enough to construct building. 4 9-r -JLM
evations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building. (� ,
onstruction details and cals if necessary. "�
1�MT ties or bearing ridge beam.
1GYGar�a e door or porch header sizes.
12�3'fud heights.
Ll—.Adobe soils - special foundation design.
1.4 -Retaining walls requiring design.
-1—Special Inspection required.
0
RESIDENTIAL PLAN CHECIaNG GUIDE
SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS
MISCTLLANEOUS ITEMS TO LOOK OUT FOR:
.1. "rway•details: landings, rise and run, head clearance, handrails (Section 3306):,', t'
2:�drail details (Section 1711 and 33060).
3. Brick or stoneyeneer (Chapter 30).
nor plaster - weep screeds (.Section 4706).
Proper roof pitch for roof covering (Chapter 32).
of covering type - (fire hazard).
7 insulation - protection.
8�1"ls and stairways.
area over garage - complete 1 -hour separation required on garage side including supporting walls and posts.
wo exits on three-story dwellings (Section 3303 and see Mezzanines - 1716).
1 c access and ventilation (Section 3205).
W1 . Underfloor access and ventilation (Section 2516).
1 Combustion air for fuel burning appliances - L.P.G. requirements.
T.ne;gy
requirements on duplexes.
design.
ng at all exterior openings.
111 C.D.F. responsible area requirements.
-71(0 R S
Fc g- Ccs N`r��-Tor--
CtuPS°N%
'6. �-S
G u� z 11(4t, 2 95V ,vim
w IM4
COUNTY OF BUTTE - DEPAATNIENT OF DEVELOPNEENT SERVICES, WELDING DIVISION
7 County Center Drive, oroville CA 95965
Phone: 916-53a-7541
BETTER BUILDERS CONST
5263 ROYAL OAKS DRIVE
OROVILLE CA 95966
RE: PERMIT APPLICATION FOR BEDROOM ADDIT DATE: 19/4/45
A.P. # (069-58-0-016) DEWAYNE MCCONNELL
With reference to the above subject:
Attached is:
Application for permit Mobilehome Utilities Installation Sheet
Building Plans, Mobilehome Installation Information Sheet
Engineered Calculations Typical Plan Sheet
Owner -Builder verification Fm List of Codes.Enforced
We need the following information prior to permit processing and/or issuance:
Permit application signed and completed where indicated with all copies returned.
Plot plans, 3/4 sets, signed by preparer of plans.
Complete plans, 3/4 sets, signed by preparer of plans.
Engineered plans and talcs, 3/4 sets, with wet signature on plans.
Hazardous Material Form
Energy Design Compliance and supporting documentation.
Statement of Intent for Non -Heated and A/C Buildings.
Engineered truss details and layout in duplicate.
Mobilehome data and manufacturer's installation instructions, 2 sets.
XXXFees of $ _119.00 payable to Butte County Treasurer.
Impact fees paid.
California Department of Forestry plan approval/fees.
Flood elevation letter (100 year flood) by California Engineer.
Sanitation and plot plan approval Health Department.
City of Chico plumbing permit.
Plot plan and business license approval from City of Biggs/Gridley.
Planning approval for
Land Development (a) Improvements (b) Drainage.
Driveway permit (approval of construction required prior to occupancy).
Contractor's license information (No. Name Stvle, Class) or exemption statement.
Certificate of Wer mans Cc--,ensation=rs:.rance.
Owner -Builder verification Form.
Recordedc=py of Agricultural Acknowledgement. Statement.
Letter of signature authorization.
Copy of recorded deed of parcel creation and 60' right of way to a public road.
Letter of intent on building use.
Mobilehome utility clearance.
Documentation of legal access.
Documentation of 50% subdivision developed or (a) Road improvements completed and
(b) Parcel meets zoning area and frontage requirements.
Existing violations/expired permits resolved.
Plan check list data and revisions.
sets of plans in accordance with changes. marked in red.
Copy of recorded 60' right-of-way to a public road.
Other:
Should you have any questions concerning the above, please contact
f h' ffice
MCV:ahb
LINDA SEXTON
Y rs very tr ly,
Micael C. ieira, C.B.O.
manager, Building Inspection
MICROPAS4 x4.02 File-MCCONNE Wth-CTZ11S92 Program -TOC
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
TABLE OF CONTENTS
Report Page
FORM CF -1R ................ 1
FORM MF -1R................ 4
FORM C -2R ................. 6
HVAC SIZING ............... 10
I
IM
[� M
BUILDING ���P°��ME
P C) V F_
V 1995
A IP .
TABLE OF CONTENTS
TOC
Project Title..........
McConnell
Residence
Date........ 11/29/95
Project Address........
Lot 18 -Hercules Ave.
-7
Oroville,
CA.
Documentation Author...
Andrew B.
Erickson
Buildin Berm}#�
Company ................
Sure Pass
Energy & Design
/ &7S
Telephone ..............
(916) 343-1173
Plan Check / Date
Compliance Method......
MICROPAS4
by Enercomp, Inc.
Field Check/ Date
Climate Zone...........
11
.
MICROPAS4 x4.02 File-MCCONNE Wth-CTZ11S92 Program -TOC
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
TABLE OF CONTENTS
Report Page
FORM CF -1R ................ 1
FORM MF -1R................ 4
FORM C -2R ................. 6
HVAC SIZING ............... 10
I
IM
[� M
BUILDING ���P°��ME
P C) V F_
V 1995
A IP .
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page -1 CF -1R
Project Title.......... McConnell Residence Date........ 11/29/95
P t Add
J.%Jj ress........ Lot 18 -Hercules Ave.
.Oroville, CA.
Documentation Author... Andrew B. Erickson
Company .............. Sure Pass Energy & Design
Telephone ............. (916) 343-1173
Compliance Method...... MICR0PAS4 by Enercomp, Inc.
Climate Zone........... 11
Field Check/ Date
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
,so zlN;i M4�1;101"1utN0C90
Conditioned Floor Area.....
2673.5 sf
Building'Type..............
Single Family
Detached
Construction Type .........
New
Building
Front
Orientation.
Front Facing
242 deg (SW)
Number of Dwelling Units...
1
Number of Stories.. ......
2
Floor Construction Type....
Raised Floor
(Package E)
• BUILDING SHELL
INSULA'T'ION
Component
Insulation Assembly
Type
R -value
U -Value
Location/Comments
Wall
R-19
0.065
Int. to Attic
Wall
R-13
0.088
Door
R-0
0.330
Solid Wood
Roof
R-38,
0.025
Attic
S1abEdge
R-0
0.720
Floor
R-19
0.037
Crawl Space
FENESTRATION
# of
Interior
Over -
Area
U- Pan-
Shading/
Exterior
hang/
Framing
Orientation
(sf)
Value es
Description
Shading
Fins
Type
Window
Front
-
(SW) 24.0
- _T71,
0.600
Drapes.Std
None
None
Vinyl
Window
Front
(SW) 14:0
0.600 2Drapes.Std
None
None
Vinyl
Window
Right
(S) 7.•0
0.600 2v
Drapes.Std
None
None
Vinyl
Door
Front
(SW) 35.6
0.570 2V
Drapes.Std
None
Yes
Wood
Door
Left
(NW) 40.0
0.570 21/.Drapes.Std
None
Yes
Vinyl
Window
Left
(NW) 24.0
0.600 2 ✓
Drapes.Std
None
None
Vinyl
Door
Left
(NW) 40.0
0.570 2-/
Drapes.Std
None
Yes
Vinyl
Window
Back
'•(NE) 20.0
0.600 2,/
Drapes.Std
None
None
Vinyl
Window
Back
(NE) 20.-0
0.600 2v'
Drapes.Std
None
None
Vinyl
Window
Back
(NE) 16.0
0.600 2'�/
Drapes.Std
None
None
Vinyl
Window
Back
(NE) 30.0
0.600 2'V
Drapes.Std
None
Yes
Vinyl
Door
Back
(NE) 40.0
0.570 2."/
✓
Drapes.Std
None
Yes
Vinyl
Window
Back
(NE) 24.0
0.600 2
Drapes.Std
None
None
Vinyl
Window
Back
(NE) 16-.0
0.600 2*6
Drapes.Std
None
None
Vinyl
Window
Right
(SE) 20.0
0.600 2 ✓
Drapes.Std
None
None
Vinyl
Window
Right
(SE) 4.0
0.600 2 ✓
Drapes.Std
None
None
Vinyl
Window
Right
(SE) 8.0
0.600 2--,"'Drapes.Std
None
None
Vinyl
Window
Right
(SE) 24.0
0.600 2 '
�
Drapes.Std
None
None
Vinyl
Window
Right
(SE) 24.0
0.600 2
Drapes.Std
None
None
Vinyl
4
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... McConnell Residence Date........ 11/29/95
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
FENESTRATION
# of Interior
Area U- Pan- Shading/
Orientation (sf) .Value es Description
Window
Window
Right (SE) 3.0 0.600 2 Drapes.Std
Right (SE) 16.0 0.600 2 Drapes.Std
THERMAL MASS
Type
S1abOnGrade
S1abOnGrade
Exposed
Yes
No
Exterior
Shading
None
None
Over-
hang/ Framing
Fins Type
None Vinyl
None Vinyl
Area Tnicxness
(sf) (in) Location/Comments
50 3.5
778 3.5
HVAC SYSTEMS
Minimum Duct Duct Thermostat
Equipment Type Efficiency Location R -value Type
Furnace 0.780 AFUE Attic R-4.2 Setback
ACSplit 10.00 SEER Attic R-4.2 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 CEC Standards
SPECIAL FEATURES/REMARKS
None
None
None
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
Project Title.......... McConnell Residence Date........ 11/29/95
MICROPAS4 v4.02 `File-MCCONNE Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
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
Name....
Andrew B.
Erickson
Company.
Better Builders Const.
Company.
Sure Pass
Energy & Design
Address.
5263 Royal Oaks Drive
Address.
P.O. Box
5566
Oroville, CA. 95966
Oroville,
CA. 95966
Phone...
(916) 589-2574
Phone...
(916) 343-1173
License.
-
Signed..
Signed..
(date)
(date)
ENFORCEMENT AGENCY
Name....
Title...
Agency.. ,
Phone...
Signed..
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R
Project Title.......... McConnell Residence Date........ 11/29/95
Project Address........ Lot 18 -Hercules Ave.
Oroville, CA.
Documentation Author... Andrew B. Erickson
Company ................ Sure Pass Energy & Design
Telephone .............. (916) 343-1173
Compliance Method...... MICROPAS4 by Enercomp, Inc.
Climate Zone........... 11
Field Check/ Date
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM MF -1R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) 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.
BUILDING ENVELOPE MEASURES
Design- Enforce -
*
*150(a): Minimum R-19 ceiling insulation.
er ment
150(b): Loose fill insulation manufacturers labeled R -Value.
*150(c): Minimum R-13 wall insulation in framed walls
(does not apply to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors;
minimum R-8 in concrete raised floors.
150(i): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
perm/inch .
Nth
118: Insulation specified or installed meets CEC quality
standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
a. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
b. Manufactured fenestration products have label with
certified U -value, and infiltration certification.
c. Exterior doors and windows weatherstripped; all joints
/
and penetrations caulked and sealed.
15ong): Vapor barriers mandatory in Climate Zones 14 and 16
Y•
N%Iq
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets CEC quality standards.
150(e): Installation of Fireplaces, Decorative Gas Appliances
and gas logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
✓
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R
Project Title.......... McConnell Residence Date........ 11/29/95
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM MF -1R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
Design- Enforce-
er ment
110-13: HVAC equipment, water heaters, showerheads and faucets
certified by the CEC.
✓
150(i): Setback thermostat on all applicable heating systems.
150(j): Pipe and Tank insulation
1. Indirect hot water tanks (e.g., unfired storage tanks or
backup solar hot water tanks) have insulation blanket (R-12
or greater) or combined interior/exterior insulation (R-16
.or greater).
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. All buried or exposed piping insulated in recirculating
sections of hot water system. ,
4. Cooling system piping below 55 degrees insulated.
5. Piping insulated between heating source and indirect
J
hot water tank.
*150(m): Ducts and Fans
1. Ducts constructed, installed and sealed to comply with UMC
sections 1002 and 1004; ducts insulated to a minimum
installed value of R-4.2 or ducts enclosed entirely within
conditioned space.
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 installed with:
a. At least 36 inches pipe between filter and heater for
future solar heating.
b. Cover for outdoor pools or outdoor spa.
3. Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnace, pool heater, spa heater or
household cooking appliance have no continuously burning
pilot light (Exception: Non -electrical cooking appliance
with pilot < 150 Btu/hr.).
LIGHTING MEASURES
Design- Enforce-
er ment
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. d
COMPUTER METHOD SUMMARY Page 6 C -2R
Project Title...... .. McConnell Residence Date........ 11/29/95
Project Address........ Lot 18 -Hercules Ave.
Oroville, CA.
Documentation Author... Andrew B. Erickson
Company ................ Sure Pass Energy & Design
Telephone............'.. (916) 343-1173
Compliance Method...... MICROPAS4 by Enercomp, Inc.
Climate Zone........... 11
Field Check/ Date
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM C -2R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
Zone Type
C
Energy Use
(kBtu/sf-yr)
MICROPAS4 ENERGY USE SUMMARY
Standard Proposed Compliance
Design Design Margin
Space Heating..........
14.83
13.70
1.13
Space Cooling..........
12.10
11.13
0.97
Water Heating..........
9.77
9.77
0.00
Total
36.70
34.60
2.10
*** 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 Ceiling Height.....
Floor
Area
Jsf )
2673.5 sf
Single Family Detached
New
Front Facing 242 deg (SW)
1
2
ReducedYear
Raised Floor
1
22517 cf
1871.5 sf
1871.5 sf
827.5 sf
16.8 % of FA
8.4 ft
(Package E)
BUILDING ZONE INFORMATION
# of
Volume Dwell Cond- Thermostat
(cf) Units itioned Type
Vent Special
Height Vent Area
(ft) (sf)
LIVING
Residence 2674 22517 1.00 Yes Setback 8.0 n/a
COMPUTER METHOD SUMMARY Page 7 C -2R
Project Title.......... McConnell Residence Date........ 11/29/95
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM C -2R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
OPAQUE SURFACES
Area
U- Insul
Act
Solar
Form 3 Location/
Surface
(sf)
value R-val
Azm Tilt Gains
Reference Comments
LIVING
1
Wall
84
0.065 R-19
242
90 Yes
W.19.2X6.16
2
Wall
168
0.088 R-13
242
90 Yes
W.13.2X4.16
3
Wall
76
0.065 R-19
242
90 Yes
W.19.2X6.16
4
Wall
78
0.065 R-19
242
90 Yes
W.19.2X6.16
5
Wall
18
0.065 R-19
197
90 Yes
W.19.2X6.16
6
Wall
12
0.065 R-19
242
90 Yes
W.19.2X6.16
7
Wall
176
0.065 R-19
242
90 Yes
W.19.2X6.16
8
Wall
44
0.088 R-13
332
90 Yes
W.13.2X4.16
9
Wall
166
0.065 R-19
332
90 Yes
W.19.2X6.16
10
Wall
279
0.065 R-19
332
90 Yes
W.19.2X6.16
11
Wall*
90
0.065 R-19
332
90 Yes
W.19.2X6.16
12
Wall
52
0.065 R-19
332
90•Yes
W.19.2X6.16 Int. to Attic
13
Wall
172
0.065 R-19.
62
90 Yes
W.19.2X6.16
14
Wall
306
0.065 R-19
62
90 Yes
W.19.2X6.i6
15
Wall
74,
0.088 R-13
152
90 Yes
W.13.2X4.16
16
Wall
148
0.065 R-19
152
90 Yes
W.19.2X6.16
17
Wall
249
0.065 R-19
152
90 Yes
W.19.2X6.16
18
Wall
18
0.065 R-19
152
90 Yes
W.19.2X6.16 Int. to Attic
19
Door
18
0.330 R-0
242
90 Yes
None Solid Wood
20
Door
18
0.330 R-0
332
90 Yes
None Solid Wood
21
Roof
1083
0:025 R-38
0
0 Yes
R.38.2X4.24 Attic
22
Roof
180
0.025 R-38
242
122 Yes
R.38.2X4.24 Attic
23
Roof
584
0.025 R-38
62
12 Yes
R.38.2X4.24 Attic
25
Floor
1044
0.037 R-19
0
0 No
FC.19.2X8.16 Crawl Space
PERIMETER
LOSSES
Length
F2
Insul Solar
Surface-
(ft)
-Factor
R-val Gains
Location/Comments
LIVING
24 S1abEdge
123 0.720
R-0
No
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
LIVING
1
Window
24.0 2
Vinyl
Slider
0.600 242
90 0.88 0.78 Drapes.Std
2
Window
14.0 2
Vinyl
Slider
0.600 242
90 0.88 0.78 Drapes.Std
.3
Window
7.0 2
Vinyl
Slider
0.600 197
90 0.88 0.78 Drapes.Std
4
Door
35.6 2
Wood
Hinged
0.570 242
90 0.88 0.78 Drapes.Std
5
Door
40.0 2
Vinyl
Slider
0.570 332
90 0.88 0.78 Drapes.Std
6
Window
24.0 2
Vinyl
Slider
0.600 332
90 0.88 0.78 Drapes.Std
7
Door
40.0 2
Vinyl
Slider
0.570 332
90 0.88 0.78 Drapes.Std
8
Window
20.0 2
Vinyl
Slider
0.600 62
90 0.88 0.78 Drapes.Std
9
Window
20.0 2
Vinyl
Slider
0.600 62
90 0.88 0.78 Drapes.Std
10
Window
16.0 2
Vinyl
Slider
0.600 62
90 0.88 0.78 Drapes.Std
COMPUTER METHOD SUMMARY Page 8 C -2R
Project Title.......... McConnell Residence Date........ 11/29/95
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM C -2R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
FENESTRATION SURFACES
M
Mass Type
LIVING
1 S1abOnGrade
2 SlabOnGrade
Area Thick
(sf) (in)
THERMAL MASS
Heat Conduct- Surface
Cap ivity R -value Location/Comments
50 3.5 28.0 0.98 R-0.0
778 3.5 28.0 0.98 R-2.0
HVAC SYSTEMS
Minimum
Duct
# of
Duct
Vent
Efficiency
Location
R -value
SC
SC
Interior
Area
Pan-
Frame
Open
U-
Act
10.00 SEER
Glass
Int
Shading/
Surface
(sf)
es
Type
Type
value
Azm
Tlt
Only
Shade
Description
11
Window
30.0
2
Vinyl
Slider
0.600
62
90
0.88
0.78
Drapes.Std
12
Door
40.0
2
Vinyl
Slider
0.570
62
90
0.88
0.78
Drapes.Std
13
Window
24.0
2
Vinyl
Slider
0.600
62
90
0.88
0.78
Drapes.Std
14
Window
16.0
2
Vinyl
Slider
0.600
62
90
0.88
0.78
Drapes.Std
15
Window
20.0
2
Vinyl
Slider
0.600
152
90
0.88
0.78
Drapes.Std
16
Window
4.0
2
Vinyl
Slider
0.600
152
90
0.88
0.78
Drapes.Std
17
Window
8.0
21
Vinyl
Slider
0.600
152
90
0.88
0.78
Drapes.Std
18
Window
24.0
2
Vinyl
Slider
0.600
152
90
0.88
0.78
Drapes.Std
19
Window
24.0
2
Vinyl
Slider
0.600
152
90
0.88
0.78
Drapes.Std
20
Window
3.0
2
Vinyl
Slider
0.600
152
90
0.88
0.78
Drapes.Std
21
Window
16.0
2
Vinyl
Slider
0.600
152
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
LIVING
4•Door
35.6
6.7
5.3
7 0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
5
Door.
40.0
6.7
6.0
23.5 1.4
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
7
Door
40.0
6.7
6.0
23.5 10.7
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
11
Window
30.0
5.0
6.0
16 0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
12
Door
40.0
6.7
6.0
16 0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
M
Mass Type
LIVING
1 S1abOnGrade
2 SlabOnGrade
Area Thick
(sf) (in)
THERMAL MASS
Heat Conduct- Surface
Cap ivity R -value Location/Comments
50 3.5 28.0 0.98 R-0.0
778 3.5 28.0 0.98 R-2.0
HVAC SYSTEMS
Minimum
Duct
Duct
Duct
System Type
Efficiency
Location
R -value
Efficiency
LIVING
Furnace
0.780 AFUE
Attic
R-4.2
0.880
ACSplit
10.00 SEER
Attic
R-4.2
0.870
COMPUTER METHOD SUMMARY Page 9 C -2R
Project Title.......... McConnell Residence Date........ 11/29/95
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -FORM C -2R
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
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
None
None
None
HVAC SIZING Page 10 HVAC
Project Title.......... McConnell Residence Date........ 11/29/95
P t dd
ro_Jec A ress........ Lot 18 -Hercules Ave.
Oroville, CA.
Documentation Author... Andrew B. Erickson
Company.......... ...... Sure Pass Energy & Design
Telephone.... ... o ...... (916) 343-1173
Compliance Method....... MICROPAS4 by Enercomp, Inc.
Climate Zone........... 11
Field Check/ Date
MICROPAS4 v4.02 File-MCCONNE Wth-CTZ11S92 Program -HVAC SIZING
User#-MP1838 User -Sure Pass Energy & Design Run -Typical House
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
2673.5 sf
22517 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
242 deg (SW)
Heating Cooling
(Btuh) (Btuh)
Opaque Conduction and Solar...... 13434 6065
Glazing Conduction ............... 10604 6892
Glazing Solar .................... n/a 16194
Infiltration....... ............... 12808 5258
Internal Gain .................... n/a 2100
Ducts ............................ 3685 3651
Sensible Load .................... 40530 40160
Latent Load.' ..................... n/a 8032
Minimum Total Load 40530 48192
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.
'*C'�b't+h"''�.rt�d','�.�,'`'Y�{rr""`sr�$�dy+C�+"'►"�T1,�'4+"w.�s�r� ._ ;�,y .. .:ter-��•aijiri�.i-ktip. f.: _. .,,r."e> rr
✓��tf.w (. '.yl _1. _ a'?YYb j•iri+v9 iF "y�„y+W �.•,'h;a�+'+' v f`^
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One Form Per Building) s
i
School District ��-� Building Department No.
A.P. Numbec/•6 Jurisdiction: 0 City County
Property Owner V6 (. I -r/i/� G�D/Uiy L
Property Location/Address
Subdivison J��/L���� Lot No.
Residential Development Sq. Footage Y
No. of Living MHI Addition (Group R)
Units
Commercial/Industrial Sq. Footage
,- New Addition (Including Exterior
' Ro fed Areas)
�
Building Depa ent Representative Datel
(Floor Plans reviewed by School District Personnel)
District Identification No.
School District cervfies-fhat
ri
Address)
�:.
,, (Applicant) I _
(Phone Number) ----
(City) (State) ' (Zip Code)
- q8q
has complied with the requirements of Resolution No. ?3-%f<—/U by payment of $
representing o? square feet.` `
School District Representative
BankNumber
by Cash
<,
AB 2926 $
FULL MITIGATION $
Date
If, subsequent to the School District Representativesigning 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.wkt (11/94)dmm
Building Inspector must draw a plot plan with all buildings and violations:
Additional comments from Building Inspector:
OVER
J
Complainant: _
Address:
Phone Number:
Other Comments;
U1
� ; (- �s
Building Inspector must draw a plot plan with all buildings and violations:
Additional comments from Building Inspector:
i
OVER
.�..� Job number » E95053
Structural calculations for
Project >>Retaining walls
Plan .>>Custom
Name >>Better Builders
Address >>Butte County, California
10:10 -PM 6/28/95
Architectural.Engineering Specialists
20 Constitution Drive Suite A
Chico, California 95926
(916) 895-1125
(916) 893-0532 Fax
Note:
Reference plans by others. No judgement or
opinion is rendered or implied regarding
aspects of this structure not specifically,
noted herein.'
I,S�D ARHA
�tii
owly
SUIDIN ®� * No. 18693 �
REN. /O ' q �
A P
�F CA
0
Suppo-rf-a (Ze_fzrvi,Vly L jJj C,t- �olG.
�Ct}CI(� = Za�Z.. C-�s��- 3`�•S/Z� .�30� + lo�-c�lU)= ������i
So
Uel Acle, S��c��.�� = 2,0� �t' 3� -� w II•
CONCRET3 2:34 PM
------------------------------------------------ ---------------------
Rev 9-21-93 Concrete retaining wall 6/29/95
------------------------------------------------------------------------
Description >>Supported retaining wall at garage
--------------------------=---GENERAL DATA -------------------------------
Wall type > 1 1 => Supported 2 => Cantilevered
Lateral load type> 2 1 =,> Wind/earthquake 2 => Soil pressure
Backfill slope > . 0 Horizontal 0 Vertical
Soil weight > .110 kcf
-------------------------------- LOADING ---------------------------------
Wdl-minimum Y.. > .000 kips/ft
Wdl + Wll maximum - > .000 kips/ft
Equivalent fluid pressure > .055 kcf
Sloping backfill surcharge> .000 kcf
Total EFP > .055 kcf'
Surcharge height > , .000 feet
Surcharge Distance Surcharge
P Comment to wall height
2.000 Vehicle, 3.000 .505
Uniform lateral load > .000 ksf Earthquake/wind loading
--------- ----=---------
ALLOWABLE DESIGN STRESSES ------------------------
**isoil***
Class of materials
> 7
User defined
Input
Allowable passive
(vert.) > 1.500
ksf
1.500
Allowable passive
(horiz.)> •.200
ksf/ft depth
.200
Lateral sliding coeff.
> .350
.350
---Concrete-
oncrete---Pc
Pc>
2.500 ksi
fy >
40.000 ksi
Es >
29000000psi
m >.
18.824
-------------------------------WALL
DATA---------------------7----------
Note: When designing
supported retaining walls - do not
use
more than one
segment
Segment
wdl Actual t
Actual d
Max. d
1 .000
to 8.000
.800 8.000
5.500
5.500
2 .000
to .. .000
.000 .000
.000
.000
3 .000
to .000
.000 .000
.000
.000
Segment b+d'2
M Factor
Mu Mo
As
1 363.000
' 1.806 .1.700
3.070 3.411
.254
2 .000
.000 1.700
.000 .000
.000
.3 .000
.000 1.700
.000 .000
.000
----------------------------WALL REINFbRCING ----------------------------
Segment 1
Horiz. As mina > 240 in'2-
Vert. As min. > ..144 in'2
Calculated -As > .254 in'2
Vertical Horizontal
#4 at 9 in. o.c. #4 at 9 in. o.c.
#5 at 14 in. o.c. #5 at 15 in. o.c.
#6 at' 18 in. o.c. #6 at 18 in. o.c.
#7 at 18 in. o.c. 17 at 18 in. o.c.
#8 at 18 in. o.c. #8 at 18 in. o.c.
Segment 2
Horiz. As mina >. .000 in'2
Vert. As min. > .000 in'2
Calculated As >. .000 in'2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. O.C.
#5 at 0 in. o.c. #5 at .0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 01 in. o.c.
Segment 3
Horiz. As min. > .000 in'2
Vert. As min. > .000 in'2
Calculated As > .000 -in^2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
------------------------------FOOTING DATA ------------------------------
Toe length > 1.834 feet Safety factor > N/A
Heel length > 1.833 feet Soil pressure > .782
Minimum footing length > .000 feet
Actual footing length (L) > 4.333 feet
Footing depth > 18.000 inches
--------------- -----OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftg depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (OTM) > .000 _ft -kips
W Arm Moment
-------------------------------------------------------------------------
Wdl min. '.000 'kips- 2.167 feet .000 ft -kips
Wdl+Wll .000 kips 2.167 .feet .000 ft -kips
Segment 1 .800 kips 2.167 feet 1.733 ft -kips
Segment 2 .000 kips 2.167 feet ..000. ft -kips
Segment 3 .000 kips 2.167 feet .000 ft -kips
Soil 1.613 kips 3.417 feet. 5.512 ft -kips
Ftg .975 kips 2.167 feet 2.113 ft-kips
------------------------------------------------------------------------ ...
EWdI min> 3.388 kips EMdl min> 9.358 ft -kips
EWdl+Wll> 3.388, kips EMdl+Wll> 9.358 ft -kips
------------------OVERTURNING AND SOIL PRESSURE CONT ----------------
ZMd1 min./OTM > N/A < 1.5 <OK>
Eccentricity (e) > .000 feet <A/2-(EM-OTM/EW)>
L/6 > .722 feet
L' > .000 feet <3*L/2-e>
Resultant within middle third of footing
Maximum soil pressure > .782 `ksf <SWtl/A + 6*Wtl*e/A-2>
Minimum soil pressure > .782 ksf
----------------------------HEEL/TOE DESIGN -----------------------------
---Heel design ---
Heel length > 1.833 feet
M > 1.479 ft -kips
d > 14.000 inches
As min. > .080 in'2
#4 at 29 in, o.c.,
45 at 45 in. o.c.
#6 at .48 in..o.c.
#7. at 48 in. o.c.
#8 at 48 in. o.c.
---Toe design ---
Toe length > 1.834 feet
Max soil pressure > .182 ksf
Soil pressure at face of wall > .782 ksf
M max at face of wall > 1.314 ft -kips
d > 14.000 inches
As min. > .071 in"2
#4 at 33 in. o.c.
#5 at. 48 in. o.c.
#6 at 48 in. o.c. .
#7 at 48 in. o.c.
#8 at 48 in. o.c.
---------------=---LONGITUDINAL FOOTING REINFORCEMENT -------------------
As min. > 1.872 in -2
10 #4 bars
7 #5 bars
5 #6 bars
4 #7 bars
3 #e bars
S
-----LATERAL SLIDING ------------------------------
Rt > .698 kips/ft
Rb > .1.284 kips/ft
Lateral sliding coeff. > .350 1.186 kips/ft
Lateral sliding resistance> .000 .000 kips/ft
Allowable passive pressure > 200 ksf/ft depth
'Lateral passive•pressure provided > .225 kips/ft <Footing only>
Net resistance provided > 1.411 kips/ft <Footing only)
Factor of safety > 1.098 NO GOOD!
Concrete slab at base of wall-? > Y
Thickness > .000 inches -
Width of slab- > .000 feet
Resistance provided by slab > .000 kips/ft
Total resistance > 1.411 kips/ft
Shear key must provide > .516 kips lateral resistance
Equivalent depth of shear key > 7.108 feet <Maximum 15'>
Allowable passive pressure > 1.422 ksf. <at base of key)
Allowable passive pressure > 1.505 ksf <at bottom of key>
Shear key required depth > 5.000 inches
Shear key -moment > .128 ft -kips
Shear key thickness > .000 inches
d > .000. inches
As min. > .000 in'2
#4 at 0 in. o.c.
#5 at 0 in. o.c.
#6 at 0 in. o.c.
#7 at 0 in. o.c.
18 at 0 in. o.c.
------------------------------------------------------------------------
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----------------------------WALL REINFORCING ----------------------------
Segment 1
Horiz. As min. > .240 in"2
Vert. As min. > .144 in"2
Calculated As > 150 in'?
Vertical. Horizontal
#4 at 15 in. o.c. #4 at 9 in. o.c.
15 at 18 in. o.c. #5 at 15 in. o.c.
#6 at 18 in. o.c. #6 at, 18 in. o.c.
#7 at 18 in. o.c. #7 at 18 in. o.c.
#8 at 18 in.*o.c. #8 at 18 in. o.c.
Segment 2
.Horiz. As min. > .000 in"2
Vert. As min. > .000 in^2
Calculated As > .000 in"2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 .,in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in'. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. > .000 in"2
Vert. As min. > .000 in'2
Calculated As > .000 in"2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. 15 at 0 in, o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in, o.c. #7 at 0 'in. o.c.
#8 at 0 in. o.c. #8 at 0 in. 'o.c.
------------------------------FOOTING DATA ------------------------------
Toe length > 2.165 feet Safety factor > 4.701
Heel length > 2.168 feet Soil pressure > .902
Minimum footing length >' .000 feet
Actual footing length (L) > 5.000 feet
Footing.depth > 18.000 inches
----------------------OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftg depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (OTM) > 2.109 ft -kips
W Arm Mnment
Wdl min.
.000
kips
2.498
feet
.000
ft -kips
Wdl+W11
1.250
kips
.2.498
feet
3.123.
ft -kips
Segment 1
.600
kips
2.498
feet
1.499
ft -kips
Segment 2
.000
kips
.2.498
feet
.000
ft -kips
Segment 3
.000
kips
2.498
feet
.000
ft -kips
Soil
1.431
kips
3.916
feet
5.604
ft -kips
Ftg
----------------
1.125
---------------------------------------
kips
2.500
feet
2:813
ft -kips
EWdl min>
3.156
kips
EMdI min>
9.915
7----------------
ft -kips
EWdl+Wll>
4.406
kips
EMdl+Wll>
13.038
ft -kips
-----------------OVERTURNING AND SOIL PRESSURE CONT,--7 ------------
ZMdl min./OTM > 4.701 > 1.5 <OK>
Eccentricity (e) >. .020 feet. <A/2-(EM-OTM/EW)>
L/6 > .833 feet
L' > 7.441 feet .<3+L/2-e>
Resultant within middle third of footing
Maximum soil pressure > .902 ksf <EWtl/A + 6*Wtl+e/A'2>
Minimum soil pressure > .861 ksf
---------------------------- HEEL/TOE.DESIGN---- -------------------------
--- Heel design---
Heel length > 2.168 feet -
M > 1.552 ft-kips
d > 14.000 inches
As min. > .084 in'2
#4 at 28 in. o.c.
#5 at 43 in. o.c.
W at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
---Toe design---
Toe length > 2.165..feet
Max soil pressure > .902 ksf
Soil pressure at face of wall > .640 ksf.
M max at face.of wall > 1.909 ft-kips
d > 14.000 inches
As min. > .103 in'2
#4 at 22 in. o.c.
#5 at 35 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. O.C.
-------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------
As min. > 2.160 in"2
12 #4 bars
8 #5 bars
5 #6 bars
4 #7 bars
3 #e bars
-----------------------------LATERAL SLIDING --------
--------------------
Rt > .000 kips/ft
Rb > .844. kips/ft
Lateral sliding coeff. > .350 . 1.105 kips/ft
Lateral sliding resistance> .000 .000 'kips/ft
Allowable passive pressure > .200 ksf/ft depth
Lateral passive pressure provided > .225 kips/ft (Footing only>
M
Net resistance provided > 1.330 kips/ft <Footing only>
Factor of safety, > 1.516 . <OK>
Concrete slab at base of wall ? > n
Thickness > .000 inches
Width of slab > .000 feet
Resistance provided by slab > :000 kips/ft
Total resistance > 1.330 kips/ft
Shear key must provide > -.064 kips lateral resistance
Equivalent depth of shear key > 5.138 feet <Maximum 151>
Allowable passive pressure > 1.148 ksf <at base of key>
Allowable passive pressure > 1.148 ksf <at bottom of key>
Shear key required.depth > .000 inches
Shear key moment > .000 .ft -kips
Shear key thickness > .000 inches
d_ > .000 inches
As min. _ > .000 in"2
14 at . 0 in. O.C.
#5 at 0 in. o.c.
#6 at 0 in. o.c.
#1 at 0 in. o.'c.
#8 at 0 in. o.c.
-------------------------------------------------------------------------
IZ
CONCRET3 3:26 PM l
------------------------------------------------------------------------
Rev 9-21-93 Concrete retaining wall 6/29/95
------------------------------------------------------------------------
Description >>Typical retaining wall at front wall
--------=--------------------- GENERAL DATA ------------------------------
Wall type > 2 •1 :> Supported 2 => Cantilevered
Lateral load type> 2 1 :> Wind/earthquake 2 :> Soil pressure
Backfill slope .> 0 Horizontal 0 Vertical
Soil weight > .110 kcf
--=---------- ----------------- --- LOADING ------------------ =--------------
Wdl minimum >.000 kips/ft
Wdl + Wll maximum > 1.250 kips/ft
Equivalent fluid pressure > .030 kcf
Sloping backfill surcharge> .000 kcf
Total EFP > .030 kcf
Surcharge height > .000 feet
Surcharge Distance Surcharge
P Comment to wall height
-------------------------------- ------------
.000 - 3.000 .000
Uniform lateral load > 000 ksf Earthquake/wind loading
-----------------------ALLOWABLE DESIGN STRESSES ------------------------
***Soil***
Class of materials > 7 User defined Input
Allowable passive (vert.) > 1.500 ksf 1.500
Allowable passive (horiz.)> .200 ksf/ft depth '.200
Lateral sliding coeff. > .350 .350
---Concrete---
f'c > 2.500 ksi
fy > 40.000 ksi
Es > 29000000psi
m > 18.824
-------------------------------WALL DATA---: ------------------------------
Cantilevered wall may use varying thickness segments
Segment
wd1
Actual t
Actual d
Max. d
1
.000
to
8.000
.800
8.000
5.500
5.500
2
.000
to
.000
.000
.000
.000
.000
3
.000
to
.000
.000
.000
.000
.000
Segment,
bid"2
M
'Factor
Mu
Mn
As
1
363.000
2.560
.1.700
4.352
4.836
.365
2
.000
:000
1.700
.000
000
.000
3
.000
.000
1.700
.000
.000
.000
WALL REINFORCING------------ (�
Segment 1
Horiz. As min. > ,240 in"2
Vert. As min. > .144 in'2
Calculated As > .365 in'2
Vertical . Horizontal
#4 at 6 in. O.C. #4 at 9 in. o.c.
#5 at 10 in. o.c. #5 at 15 in. o.c.
#6 at 14 in. o.c. #6 at 18 in. o.c.
#7 at 18 in. o.c. #7 at 18 in. o.c.
#8 at 18 in. o.c. #8 at 18 in. o.c.
Segment 2
Horiz. As min. > .000 in"2
Vert. As min. > .000 in"2
Calculated As > .000 in"2
Vertical Horizontal
14 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c. '
#6 at 0 in. o.c. #6 at 0 in. O.C.
#7 at 0 in. o.c. #7 at 0 in..o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. > .000 in'2
Vert. As min. > .000 in'2
Calculated As > .000 in'2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o:c. #6 at 0 in. o.c.
#7 at 0 in, o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
----------------- ------------ '=-FOOTING DATA ------------------------------
Toe length > 2.165 feet Safety factor > 2.865
Heel length > 2.168 feet Soil pressure > 1.398
Minimum footing length > .000 feet
Actual footing length (L) > 5.000 feet
Footing depth > 18.000 inches
----------------------OVERTURNING AND SOIL PRESSURE--------------------=
Consider ftg depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (OTM) > 4.287 ft -kips
W Arm Moment
------------------------------------------------------------------------
Wdl min.
.000
kips
2.498
feet
.000
ft -kips
Wdl+Wll
1.250
kips
2.498
feet
3.123
ft -kips
Segment 1
.800
kips
2.498
feet
1.999
ft -kips
Segment 2
.000
kips
2.498
feet
.000
ft -kips
Segment 3
.000
kips
2.498
feet
.000
ft -kips
Soil
1.908
kips
3.916
feet
7.472
ft -kips
Ftg
-----------------------
1.125
kips
----
2.500
--------------------------
feet
2.813
ft -kips
-------------------
EWdl min>
3.833
kips
CMdl min>
12.283
ft -kips
EWdl+Wll>
5.083
kips
EMdl+Wll>
15.406
ft -kips
------------------OVERTURNING AND SOIL PRESSURE CONT ----------------
ZMdl min./OTM > 2.865 > 1.5 <OK>
Eccentricity (e) > .313 feet <A/2-(EM-OTM/EW)>
L/6 > .833 feet
L', > 6.562 feet <3*L/2-e>
Resultant within middle third of footing
Maximum soil pressure >..1.398 ksf <EWtl/A + 6*Wt1#e/A'2>
Minimum soil pressure > .635 ksf
------------------------=---HEEL/TOE DESIGN -----------------------------
---Heel design ---
.Heel length > 2.168 feet
M > 2.069 ft -kips
d > 14.000 inches
As min. > .112 in"2
#4 at 21 in. o.c.
#5 at 32 in. o.c.
#6 at 47 in. o.c.
#7 at 48 in. O.C.
#8 at- 48 in. o:c.
---Toe design --
Toe length > 2.165 feet
Max soil pressure > 1.398 ksf
Soil pressure at face of wall > ..937 ksf
M mag at face of wall > 2.916 ft -kips
d > 14.000 inches
As min. > .158 in'2
#4 at 14 in. o.c.
#5 at .23 in. o.c:
#6 at 33 in.. o.c.
#7 at 45 in. o.c.
#8 at 48 in. o.c.
----------------LONGITUDINAL FOOTING REINFORCEMENT -------------------
As min. > 2.160 in'2.
12 #4 bars
8 #5 bars
5 #6 bars
4 #7 bars
3 #8 bars
K
f�
-----------------------------LATERAL SLIDING -----------------------------
Rt > .000 kips/ft
Rb > 1.354 kips/ft.
Lateral sliding coeff: > .350 1.342 kips/ft
Lateral sliding resistance> .000 ..000 kips/ft
Allowable passive pressure > .200 ksf/ft depth
Lateral passive pressure provided > .225 kips/ft .<Footing only>
Net resistance provided. > 1.567 kips/ft <Footing only>
Factor of safety > 1.157 NO GOOD!
Concrete slab at base of wall ? > n
Thickness > .000 inches
Width of slab >. .000 feet
Resistance provided by slab > .000 kips/ft
Total resistance > 1.567 kips/ft
Shear key must provide > .464 kips lateral resistance
Equivalent depth of.shear key > 6.969 feet <Maximum 151>
Allowable passive pressure > 1.394 ksf <at base of key>
Allowable passive pressure > 1.461 ksf <at bottom of key>
Shear key required depth > 4.000 inches
Shear key moment > .080 ft -kips
Shear key thickness > .000inches
d > .000 inches
As min. > .000 in"2
#4 at 0 in. o.c.
#5 at 0 in. o.c.
kat 0 in. o.c.
#7 at '0 in. O.C.
#8 at 0 in. o.c.
------------------------------------------------------------------------
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43/sdix 000' < mnm?u?m IPM
--------------------------------- 9NIOV01--------------------------------
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lent}iaA 0 1eJUOZ?i0g 0 < adois iI?Roe8
ainssaid I?oS <= Z qenbggiea/pa?M <= I Z <add} peoi 1eia3eq
paiaeal?3ueo <= Z pajioddnS <= I' Z < add4 IleM
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«
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------------------------------------------------------------------------
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(0(
`. ----------------------------WALL REINFORCING ----------------------------
Segment 1
Horiz. As min. > .180 .in'2
Vert. As min. > .108 in"2
Calculated As > .082 in -2
Vertical Horizontal
#4 at 18 in. o.c. #4 at 13 in. o.c.
#5 at 18 in. o.c. #5 at 18 in. o.c.
#6 at 18 in. o.c. #6 at 18 in. o.c.
#7 at 18 in. o.c. #7 at `18 in. o.c.
#8 at 18 in. o.c. #8 at 18 in. o.c.
Segment 2
Horiz. As min. > .000 in"2
Vert. As min. > - .000 in"2
Calculated As > .000' in -2
Vertical Horizontal
#4 at. 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 . in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c.. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. >, .000 in'2
Vert. As min. > .000 in"2
Calculated As > .000 in"2
Vertical Horizontal
$4 at 0 in. o.c.., #4 at 0 in, o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at -0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. O.C.
-----------------'-------------FOOTING DATA ------------------------------
Toe length > 1.915 feet Safety factor > 6.744
Heel length > 1.918 feet Soil pressure > .429
Minimum footing length > .000 feet
Actual footing length (L) >' 4.333 feet
Footing depth > 18.000 inches
----------------------OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftg depth for gross OTM and sliding`? (Y/N) > Y
Overturning moment (OTM), > .832 ft -kips
W Arm Moment
------------------------------------------------------------------------
Wdl min._ .000 kips 2.165 feet .000 ft -kips
Wdl+Wll .000. kips 2.165 feet .000 ft -kips
Segment 1 .300 kips 2.165 feet .650 ft -kips
Segment 2 .000 kips 2.165 feet .000 ft -kips
Segment 3 .000 kips 2.165 feet .000 ft -kips
Soil .844 kips 3.374 feet 2.848 ft -kips
Ftg .975 .kips 2.167 feet 2.113 ft -kips
------------------------------------------------ -----------------------
ZWdl min) 2.119 kips EMdl'min> 5.610 ft -kips
EWdl+Wll> 2.119 kips EMdl+Wll> 5.610 ft -kips
---------------OVERTURNING AND SOIL PRESSURE CONT. ---------------
Z)
EMdl min./OTM > -6.744 > 1.5 <OK>
Eccentricity (e) > -:088 feet <A/2-(EM-OTM/EW)>
L/6 > .722 feet.
L' > 6.765 feet <3+L/2 -e>
Resultant within middle third of footing
Maximum soil pressure > .429 ksf <EWtl/A + 6+Wtl*e/A'2>
Minimum soil pressure > .549 ksf
----------------------------HEEL/TOE DESIGN -----------------------------
---Heel design ---
Heel length > 1.918 feet
M , > .810 .ft -kips
d > 14.000 inches
As min. > .044 in -2
#4 at 48 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c. .
---Toe design ---
Toe length > 1.915 feet
Max soil pressure > .429 ksf
Soil pressure at face of wall > .308 ksf
M max at face of wall > .713 .ft -kips
d > 14.000 inches
As min. > .038 in -2
#4 at 48 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. O.C.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
-------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------
As min. > . 1.872 in'2
10 44 bars.
7 #5 bars
5 #6 bars
4 #7. bars
3 #8 bars
--------- -------------------- SLIDING -------------------------------
Rt > .000 kips/ft
Rb > .454 kips/ft
Lateral sliding coeff. > .350 .742 kips/ft
Lateral sliding resistance> .000 .000 kips/ft
Allowable passive pressure > .200 ksf/ft depth
Lateral passive pressure provided > .225 kips/ft <Footing only>
Net resistance provided > .967 kips/ft <Footing only>
Factor of safety > 2.130 <OK>
Concrete slab at base of wall ? > n
Thickness > .000 inches
Width of slab > .000 feet
Resistance provided by slab > .000 kips/ft
Total resistance > ' .967 kips/ft
Shear key must provide > -.286 kips lateral resistance
Equivalent depth of shear key > 4.446 feet . <Maximum 151>
Allowable passive pressure > .889 ksf <at base of key>
Allowable passive pressure > .889 ksf <at bottom of key>
Shear key required.depth > .000 inches
Shear key moment > .000 ft -kips
Shear key thickness > .000 inches
d > .000 inches
As min.- > .000 in'2
#4 at 0 in. o.c.
#5 at 0 in. o.c.
#6 at 0 in. o.c:
#7 at 0 in. o.c.
#8 at 0 in. o.c.
------------------------------------------------------------------------
CONCRET3 3:29 PM
tiff
------------------------------------------------------------------------
Rev 9-21-93 Concrete retaining wall 6/29/95
------------------------------------------------------------------------
Description >>Typical retaining wall at sides
------=-----------------------GENERAL DATA ------ =------ =----------------
Wall type > 2 1 => Supported 2 => Cantilevered
Lateral load type> 2 . 1 => Wind/earthquake 2 => Soil pressure
Backfill slope . > 0 Horizontal 0 Vertical
Soil weight > .110 kcf
----------------- 1 --------------- LOADING ---------------------------------
Wdl minimum > .000 kips/ft
Wdl + Wll maximum > .000 kips/ft
Equivalent fluid pressure > .030 kcf
'Sloping backfill surcharge> .000 kcf
Total EFP > .030 kcf
Surcharge height > .000 feet
Surcharge Distance Surcharge
P Comment to wall height
----------------------------------------------
.000 3.000 .000
Uniform lateral load > .000 ksf Earthquake/wind loading
-----------------------ALLOWABLE DESIGN STRESSES ------------------------
***Soil***
Class of materials
> - 7
User defined
Input
Allowable passive
(vert.) > 1.500
ksf •
1.500
Allowable passive
(horiz.)> .200
ksf/ft depth
.200
Lateral sliding coeff.
> .350
.350
-Concrete---
Pc >
2.500 ksi
fy >
40.000 ksi
Es >
29000000psi
m >
18.824
-------------------------------WALL
DATA --------------------------------
Cantilevered wall
may use varying thickness segments
Segment
wdl Actual t
Actual d
Max. d
1 .000
to 6:000
.450 6.000
3.000
3.500
2 .000
to .000
.000 .000
.000
.000
3 .000
to .000
.000 .000
.000
.000
Segment bid"2
M Factor
Mu Mn
,As
1 108.000
1.080 1.700
1.836 2.040
'.216
2 ..000
.000 1.700
.000 .000
.000
3 .000
.000 1.700
.000 .000
.000
-------------------------- WALL REINFORCING----------------------------
Segment I.
Horiz. As min. > .180 in"2
Vert. As min. > .108 in'2
Calculated As > .216 in'2
Vertical Horizontal
#4 at 10 in. o.c. #4 at .13 in. o.c.
#5 at 16 in. o.c. #5 at '18 in. o.c.
#6 at 18 in'. o.c. #6 at 18 in. o.c.
#7 at 18 in. o.c. #7 at 18 in. o.c.
#8 at 18 in. o.c. #8 at .18 in. o.c.
Segment 2
Horiz. As min. > .000 in "2
Vert. As min. > .000 in"2
Calculated As > .000 in'2
Vertical . Horizontal
#4 at V :U. U.C. #4 dL V
#5 dl. V ln. U.L. #5 OL V ln. U.L.
#6 dL V I. U.L. #6 at V in. O.C.
#7 aL V in. O.C. #7 dL V in. O.C.
#o dL V in. U.C. #o aL v" in. o.c.
Segment 3
Horiz. As min. > .000 in-2
Vert. As min. > .000. in^2 .
Calculated As > .000 in'2
Vertical Horizontal A
#4 at 0 in. o.c. #4 at 0 in. O.C.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at. 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
------------------------------FOOTING DATA ------------------------
Toe length >. 1.915 feet Safety factor > 3.489
Heel length > 1.918 feet Soil pressure > .807
Minimum footing length > .000 feet
Actual footing length (L) > 4.333 feet
Footing depth .> 18.000 inches
----------------------OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftq depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (OTM) > 2.109 ft-kips
W Arm Moment
------------------------------------------------------------------------
Wdl min. .000 kips 2.165 feet .000 ft-kips
Wdl+Wll .000 kips 2.165 feet .000 ft-kips
Segment 1 .450 kips 2.165 feet .974 ft-kips
Segment 2 .000 kips 2.165 feet .000 ft-kips
Segment 3 .000 kips 2.165 feet .000 ft-kips
Soil 1.266 kips 3.374 feet 4.272 ft-kips
Ftg .975. kips 2.167 feet 2.113 ft-kips
-------------------------- ------------------------------- 7--------------
EWdl min> 2.691 kips EMdl min> 7.359 ft-kips
EWdl+Wll> 2.691 kips EMdl+Wll> 7.359 ft-kips
Z3
V419
- ------------------OVERTURNING AND SOIL PRESSURE CONT .--------------=
EMdl min./OTM > 3.489 > 1.5 <OR>
Eccentricity (e) > .216 feet <A/2-(EM-OTM/EW)>
L/6 > .722 feet
L' > 5.852 feet <3+L/2 -e>
Resultant within middle third of footing
Maximum soil pressure > .807 ksf <EWtl/A + 6*Wtl*e/A'2>
Minimum soil pressure > .435 ksf
----------------------------HEEL/TOE DESIGN -----------------------------
---Heel design ---
Heel length > 1.918 feet
M > 1.214 ft -kips
d > 14.000 inches
As min. > .066 in"2
#4 at 35 in. o.c.
45 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. O.C.
---Toe design ---
Toe length > 1.91.5 feet
Max soil pressure > .807 ksf
Soil pressure at face of wall > .543 ksf
M max at face of wall > 1.318 ft -kips
d > 14.000 inches
As min. > ,071 in'2
#4 at 33 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. O.C.
-------------------LONGITUDINAL FOOTING REINFORCEMENT----------- ------
As min. > 1.812 in -2
10 #4 bars
7 #5 bars
5 #6 bars
4 #7 bars
3 #8 bars
••.-----------------------------LATERAL SLIDING----------------------------
ZS
Rt > ''.000 kips/ft
Rb > .844 kips/ft
Lateral sliding coeff. > .350 .942 kips/ft
Lateral sliding resistance> :000 .000 kips/ft
Allowable passive pressure . . > .200 ksf/ft depth
Lateral passive pressure provided > .225 kips/ft <Footing only>_
Net resistance provided > 1.167 kips/ft <Footing only>
Factor of safety > 1.383 NO GOOD!
Concrete slab at base of wall ? > n
Thickness > .000 inches
Width of slab > .000' feet.
Resistance provided by slab > .000 kips/ft
Total resistance > 1.167 kips/ft
Shear key must provide > .099 kips lateral resistance
Equivalent depth of shear key > 5.646 feet <Maximum 151>
Allowable passive pressure > 1.129 ksf <at base of key>
Allowable passive pressure .> 1.162 ksf <at.bottom of key>
Shear key required depth > 2.000 inches I�
Shear key moment > '.016 ft-kips %�% / NS��U�"iJ'1 — ho Y,
Shear key thickness > .000 inches l
d > .000 inches
As min. > .000 in-2
#4 at 0 in. o.c.
#5 at 0 in. o.c. .
46 at 0 in. o.c.
#7 at 0 in. o.c.
#8 at 0 in. o.c.
------------------------------------------------------------------------
' 13.782
SOD SHEETS. FILLER 5SOUARE
42-381
50 SHEETS EYE -EASE' 5 SOUARE
63PNalional "Brand a2-3389
2003 SHEETS EYE -EASE' 5 SOUARE
• 42.392
IOD RECYCLED WHITE 5 SOUARE
_ 42-399
203 RECYCLED WHITE 5 SQUARE
reia��res l�eioh�
0
-hs �
� N
� 5 �
IC',l
Q
N
4
IL
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Project Title.......... Residence for McConnell Date........ 06/21/95
Project Address........ Lot 18 - Hercules Ave.
Oroville
Documentation Author... Neal Kuopus Building Permit
Company ................ CALCTECH'
Telephone.............. (916) 534-5066 Plan Check Date
Compliance Method...... MICROPAS4 by Enercomp, Inc.
Climate Zone........... 11
Field Check/ Date
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1320 User-CALCTECH Run -Proposed Residence
GENERAL INFORMATION
Conditioned Floor Area..... 2432 sf
Building Type .............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 242 deg (SW)
Number of Dwelling Units... 1
Number of Stories.......... 2
Floor Construction Type.... Raised Floor (Package E)
FILE COPY
BU'i'iE COUNTY
ouiLDANG DERARTh9�WT
APPROVED
BUILDING
SHELL INSULATION
Component
Insulation Assembly
Type
R -value
U -Value
Location/Comments
WallR"19
0.062
FRONT, KITCHEN
BAY, RIGHT,
BACK,
LEFT
Wall
CR- 19J
�
0.063
TO GARAGE
Door
R=O:-
0.330
TO GARAGE, TO
CRAWLSPACE
WallfR
19:J
0.066
TO CRAWLSPACE,
TO ATTIC
Roof
1,R-38_
0.025
FLAT CEILING,
TILT CEILING
Floor
RZ'1.9
0.035
TO CRAWLSPACE
S1abEdge
R-0
0.900
SLAB EDGE
S1abEdge
R-0•
0.720
SLAB EDGE
S1abEdge
R-0
0.550
SLAB EDGE
S1abEdge
R-0
0.500
SLAB EDGE
FENESTRATION
# of
Interior
Over-
r
rArea,
1U--` -rPan-
Shading/
Exterior
hang/
�,,�
;Framing•, .3
Orientation
t(sf)
(Value es
Description
Shading
Fins
type ,1
Window Front
(SW) 38:0
0.510 2
Drapes.Std
None
Yes
Vinyl
Door Front
(SW) 35.6
0.550 2
Drapes.Std
None
Yes
Glz<50%
Window Right
(S) 7.0
0.510 2
Drapes.Std
None
Yes
Vinyl
Window Right
(SE) 79.0
0.510 2
Drapes.Std
None
None
Vinyl
Window Back
(NE) 56.0
0.510 2
Drapes.Std
None
None
Vinyl
Window Back
(NE) 70.0
0.510 2
Drapes.Std
None
Yes
Vinyl
Door Back
(NE) 40.0
0.510 2
Drapes.Std
None
Yes
Vinyl
Window Left
(NW) 24.0
0.510 2
Drapes.Std
None
None
Vinyl
Door Left
(NW) 80.0
0.510 2
Drapes.Std
None
Yes
Vinyl
FILE COPY
BU'i'iE COUNTY
ouiLDANG DERARTh9�WT
APPROVED
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 2
CF -1R
Project Title.......... Residence for. McConnell
Date........
06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1320 User-CALCTECH Run -Proposed Residence
THERMAL MASS
Area Thickness
Type Exposed (sf) (in) Location/Comments
S1abOnGrade
Yes
50 3.5
S1abOnGrade
No
536 3.5
HVAC SYSTEMS
Minimum
Duct
Equipment Type
Efficiency
Location
Furnace
0.780 AFUE
Attic
ACSplit
.10.00 SEER
Attic
Tank Type
Storage
WATER HEATING SYSTEMS
Heater Type Distribution Type
Gas- Standard
Exposed
Covered
Duct Thermostat
R -value Type
R-4.2 Setback
R-4.2 Setback
Number Tank
in Energy_ Size
System Factor (gal)
1 6 F--. ' 50
SPECIAL FEATURES/REMARKS
R-4.2 duct insulation required
R-19 floor insulation required per Form 3
R-19 wall insulation required per Form 3s
R-38 ceiling insulation required per Form 3
Glazing U -values per MFR'S. NFRC testing & certification
Milgard or Viking vinyl frame dual -pane clear glazing req'd.
FURN.78: CEC MIN. REQUIREMENT
AC.10.0: CEC MIN. REQUIREMENT
HWH: A.O.SMITH PGCG-50 or equal EF req'd.
4
External
Insulation
R -value
R-0
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1320 User-CALCTECH Run -Proposed 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 Name.... Neal Kuopus
Company. Better Builders Const. Company. CALCTECH
Address. 5263 Royal Oaks Dr. Address. 1835 S. Villa Ave.
Oroville, CA 95966 Palermo, CA 95968
Phone... (916) 589-2574 Phone... (916) 534-5066
License. 32322
Signed.. Signed..��
(date) (date)
ENFOR EMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R
Project.Title........... Residence for McConnell Date........ 06/21/95
Project Address.......
Documentation Author..
Company...............
Telephone.............
Lot 18 - Hercules Ave.
Oroville
. Neal Kuopus
. CALCTECH
. (916) 534-5066
Compliance Method...... MICROPAS4 by Enercomp, Inc.
Climate Zone........... 11
Building Permit
Plan Check Date
Field Check Date
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM MF -1R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) 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.
BUILDING ENVELOPE MEASURES
Design- Enforce-
er ment
*150(a):.Minimum R-19 ceiling insulation.
150(b): Loose fill insulation manufacturers labeled R -Value.
*150(c): Minimum R-13 wall insulation in framed walls
(does not apply to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors;
minimum R-8 in concrete raised floors.
150(1): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
perm/inch.
118: Insulation specified or installed meets CEC quality
standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
a. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
b. Manufactured fenestration products have label with
certified U -value, and infiltration certification.
c. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
150(g): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets CEC quality standards.
150(e): Installation of Fireplaces, Decorative Gas Appliances
and gas logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
L-1 Cl
fz_l�
ylJ)C
_M/L
J JL1
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM MF -1R
User#-MP1320 User-CALCTECH Run -Proposed Residence
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
Design- Enforce-
er ment
110-13: HVAC equipment,'water heaters, showerheads and faucets
certified by the CEC.��L
150(1): Setback thermostat on all applicable heating systems.
150(j): Pipe and Tank insulation
1. Indirect hot water tanks (e.g., unfired storage tanks or
backup solar hot water tanks) have insulation blanket (R-12
or greater) or combined interior/exterior insulation (R-16
or greater). ,
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. All buried or exposed piping insulated in recirculating
sections'of hot water system.
4. Cooling system piping below 55 degrees 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 1002 and 1004; ducts insulated to a minimum
installed value of R-4.2 or ducts enclosed entirely within
conditioned space.
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 installed with:
a. At least 36 inches pipe between filter and heater for
future solar heating.
b. Cover for outdoor pools or outdoor spa.
3. Pool system has directional inlets and a circulation
pump time switch.
��
115: Gas-fired central furnace, pool heater, spa heater or
household cooking appliance have no continuously burning
pilot light (Exception: Non -electrical cooking appliance
< 150
with pilot Btu/hr.)..
LIGHTING MEASURES
Design- Enforce-
er ment
150(k): 40 lumens/watt or greater for general lighting in
kitchens and rooms with water closets; and recessed ceilingaa
fixtures IC (insulation cover) approved.
J�
COMPUTER METHOD SUMMARY Page 6 C -2R
Project Title.......... Residence for McConnell Date........ 06/21/95
P t Add L t 18 - H 1 A
o ercu es ve.
Oroville
Documentation Author... Neal Kuopus
Company ................ CALCTECH
Telephone .............. (916) 534-5066
Compliance Method...... MICROPAS4 by Enercomp, Inc.
Climate Zone.... ..... 11
Building Permit
Plan Check Date
Field C eck Date
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
MICROPAS4
ENERGY USE
SUMMARY
Special
Energy Use
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating..........
15.46
13.79
1.67
Space Cooling..........
12.59
9.89
2.70
Water Heating..........
10.61
9.87
0.74
Total
38.66
33.55
5.11
*** 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 Ceiling Height.....
2432 sf
Single Family Detached
New
Front Facing 242 deg (SW)
1
2
ReducedYear
Raised Floor (Package E)
1
20585 cf
1846 sf
1846 sf
586 sf
17.7 % of FA
8.5 ft
BUILDING ZONE INFORMATION
Floor
.# of
Vent
Special
Area Volume
Dwell Cond- Thermostat
Height
Vent Area
Zone Type _ (sf) (cf)
Units itioned Type
(ft)
(sf)
HOUSE
Residence 2432 20585
1.00 Yes Setback
8.0
n/a
COMPUTER METHOD SUMMARY Page 7 C -2R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
OPAQUE SURFACES
HOUSE
15
Area
U-
Insul
Act
Solar
Form 3
Location/
Surface
(sf)
value
R-val
Azm Tilt
Gains
Reference
Comments
HOUSE
EDGE
17
S1abEdge
1
Wall
150
0.062
R-19
242
90
Yes
MW.19.2X6.16
FRONT
2
Wall
158
0.063
R-19
242
90
No
GW.19.2X6.16
TO GARAGE
3
Door
18
0.330
R-0
242
90
No
None
TO GARAGE
4
Wall
16
0.062
R-19
197
90
Yes
MW.19.2X6.16
KITCHEN BAY
5
Wall
426
0.062
R-19
152
90
Yes
MW.19.2X6.16
RIGHT
6
Wall
478
0.062
R-19
62
90
Yes
MW.19.2X6.16
BACK
7
Wall
436
0.062
R-19
332
90
Yes
MW.19.2X6.16
LEFT
8
Wall
369
0.066
R-19
242
90
No
AW.19.2X6.16
TO CRAWLSPACE
9
Door
18
0.330
R-0
242
90
No
None
TO CRAWLSPACE
10
Wall
126
0.066
R-19
242
90
Yes
AW.19.2X6.16
TO ATTIC
11
Roof
1083
0.025
R-38
0
0
Yes
R.38.2X4.24
FLAT CEILING
12
Roof
-584
0.025
R-38
62
12
Yes
R.38.2X4.24
TILT CEILING
13
Roof
180
0.025
R-38
242
12
Yes
R.38.2X4.24
TILT CEILING
14
Floor
1260
0.035
R-19
0
0
No
FC.19.210.24
TO CRAWLSPACE
Slider
0.510
62
90
PERIMETER LOSSES
0.78
Drapes.Std
7
Window
16.0
Length
Vinyl
F2
Insul
62
Solar
0.88
0.78
Drapes.Std
Surface
Window
(ft)
Factor
R-val
Slider
Gains
Location/Comments
HOUSE
15
S1abEdge
5 0.900
R-0
No SLAB
EDGE
16
S1abEdge
57 0.720
R-0
No SLAB
EDGE
17
S1abEdge
9 0.550
R-0
No SLAB
EDGE
18
S1abEdge
38 0.500
R-0
No SLAB
EDGE
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
HOUSE
1
Window
24.0
2
Vinyl
Slider
0.510
242
90
0.88
0.78
Drapes.Std
2
Window
14.0
�2
Vinyl
Slider
0.510
242
90
0.88
0.78
Drapes.Std
3
Door
3 2
Glz<50%
Hinged
0.550
242
90
0.88
0.78
Drapes.Std
4
Window
7.
2
Vinyl
Slider
0.510
197
90
0.88
0.78
Drapes.Std
5
Window
7 .0✓2
�2
Vinyl
Slider
0.510
152
90
0.88
0.78
Drapes.Std
6
Window
56.0
Vinyl
Slider
0.510
62
90
0.88
0.78
Drapes.Std
7
Window
16.0
/2
Vinyl
Slider
0.510
62
90
0.88
0.78
Drapes.Std
8
Window
24.0
/2
Vinyl
Slider
0.510
62
90
0.88
0.78
Drapes.Std
9
Door
40.0
Vinyl
Slider
0.510
62
90
0.88
0.78
Drapes.Std
10
Window
30.0
2
Vinyl
Slider
0.510
62
90
0.88
0.78
Drapes.Std
11
Window
24.0
✓2
Vinyl
Slider
0.510
332
90
0.88
0.78
Drapes.Std
12
Door
40.0
✓ 2
Vinyl
Slider
0.510
332
90
0.88
0.78
Drapes.Std
13
Door
40.0/2
Vinyl
Slider
0.510
332
90
0.88
0.78
Drapes.Std
COMPUTER METHOD SUMMARY Page 8 C -2R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
OVERHANGS AND SIDE FINS
SPECIAL FEATURES/REMARKS
R-4.2 duct insulation required
R-19 floor insulation required per Form 3
R-19 wall insulation required per Form 3s
R-38 ceiling insulation required per Form 3
Glazing U -values per MFR'S. NFRC testing & certification
Milgard or Viking vinyl frame dual -pane clear glazing req'd.
FURN.78: CEC MIN. REQUIREMENT
AC.10.0: CEC MIN. REQUIREMENT
HWH: A.O.SMITH PGCG-50 or equal EF req'd.
Window-
Overhang
Left Fin
Right
Fin -
Area
Left
Rght
Surface
(sf)
Hght
Wdth Dpth Hght Ext
Ext Ext
Dpth Hght Ext
Dpth
Hght
HOUSE
1
Window
24.0
4
6
1.5 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
2
Window
14.0
3.5
4
3 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
3
Door
35.6
6.7
5.3
7 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
4
Window
7.0
3.5
2
4 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
7
Window
16.0
4
4
3 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
8
Window
24.0
4
6
3 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
9
Door
40.0'6.7
6
17 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
10
Window
30.0
5
6
17 0 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
12
Door
40.0
6.7
6
17.5 1.4 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
13
Door
40.0
6.7
6
17.5 10.7 n/a
n/a n/a
n/a n/a n/a
n/a
n/a
THERMAL MASS
Area
Thick
Heat Conduct-
Surface
Mass
Type
(sf)
(in)
Cap ivity
R -value
Location/Comments
HOUSE
1
S1abOnGrade
50
3.5
28.0 0.98
R-0.0
Exposed
.2
S1abOnGrade
536
3.5
28.0 0.98
R-2.0
Covered
HVAC SYSTEMS
Minimum Duct
Duct Duct
System,Type
Efficiency Location
R -value Efficiency
HOUSE
Furnace
0.780 AFUE Attic
R-4.2 0.880
ACSplit
10.00 SEER Attic
R-4.2 0.870
WATER HEATING SYSTEMS
Number
Tank
External
in
Energy Size
Insulation
Tank
Type
Heater Type
Distribution Type
System
Factor (gal)
R -value
1 Storage
Gas
Standard
1
0.62 50
R-0
SPECIAL FEATURES/REMARKS
R-4.2 duct insulation required
R-19 floor insulation required per Form 3
R-19 wall insulation required per Form 3s
R-38 ceiling insulation required per Form 3
Glazing U -values per MFR'S. NFRC testing & certification
Milgard or Viking vinyl frame dual -pane clear glazing req'd.
FURN.78: CEC MIN. REQUIREMENT
AC.10.0: CEC MIN. REQUIREMENT
HWH: A.O.SMITH PGCG-50 or equal EF req'd.
COMPUTER METHOD SUMMARY Page 9 C -2R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
SPECIAL FEATURES/REMARKS
i
CONSTRUCTION ASSEMBLY Page 10 3R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM 3R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Reference Name . MW.19.2X6.16
Description .... Wall R-19 2x6 16oc
Type ........... Wall
R -Value ........ 19 sf-F/Btuh
Framing
Material ..... FIR.2X6
Spacing ...... 16 inches on center
Fraction ..... 0.15
Sketch of Construction Assembly
LIST
OF CONSTRUCTION COMPONENTS
Material
Cavity
Frame
Name Description
R -Value
R -Value
0.
FILM.EX Exterior air film: winter value
0.17
0.17
1.
PART.BD.0.63 0.625 in particle board
0.82
0.82
2.
BLDG.PAPER Building paper (felt)
0.06
0.06
3c.
BATT.R19 R-19 batt insul (cavity = 5.5 in)
17.80
--
3f.
FIR.2X6 2x6 in fir framing
--
5.45
4.
GYP.0.50 0.50 in gypsum or plaster board
0.45
0.45
I.
FILM.IN.WLL Inside air film: heat sideways
0.68
0.68
Total Unadjusted R -Values 19.98
7.62
FRAMING ADJUSTMENT CALCULATION
Cavity Framing
Total
U -Value: (1 / 19.98 x 0.85) + (1 /, .7.62 x 0.15) =
0.062 Btuh/sf-F
Total R -Value:
1 / 0.062 = 16.07 sf-F/Btuh
CONSTRUCTION ASSEMBLY Page 11 3R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM 3R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Reference Name . GW.19.2X6.16
Description .... Wall R-19 2x6 16oc
Type ........... Wall
R -Value ........ 19 sf-F/Btuh
Framing
Material FIR.2X6
Spacing ...... 16 inches on center
Fraction ..... 0.15
Sketch of Construction Assembly
LIST
OF CONSTRUCTION COMPONENTS
Material
Cavity
Frame
Name
Description
R -Value
R -Value
0.
FILM.EX
Exterior air film: winter value
0.17
0.17
1.
GYP.0.63
0.625 in gypsum or plaster board
0.62
0.62
2.
BLDG.PAPER
Building paper (felt)
0.06
0.06
3c.
BATT.R19
R-19 batt insul (cavity = 5.5 in)
17.80
--
3f.
FIR.2X6
2x6 in fir framing
--
5.45
4.
GYP.0.50
0.50 in gypsum or plaster board
0.45
0.45
I.,
FILM.IN.WLL
Inside air film: heat sideways
0.68
0.68
Total Unadjusted R
-Values 19.78
7.42
FRAMING
ADJUSTMENT
CALCULATION
Cavity Framing
Total
U -Value:
(1 / 19.78 x 0.85) + (1 / 7.42 x 0.15)
= 0.063 Btuh/sf-F
Total
R -Value :
1 / 0.063
= 15.83 sf-F/Btuh
CONSTRUCTION ASSEMBLY Page 12 3R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZllS92 Program -FORM 3R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Reference Name . AW.19.2X6.16
Description .... Wall R-19 2x6 16oc
Type ........... Wall
R -Value ........ 19 sf-F/Btuh
Framing
Material ..... FIR.2X6
Spacing ...... 16 inches on center
Fraction ..... 0.15
Sketch of Construction Assembly
LIST OF CONSTRUCTION COMPONENTS
Material
Name Description,
0. FILM.EX Exterior air film: winter value
1. BLDG -PAPER Building paper (felt)
2c. BATT.R19 R-19 batt insul (cavity = 5.5 in)
2f. FIR.2X6 2x6 in fir framing
3. GYP.0.50 0.50 in gypsum or plaster board
I. FILM.IN.WLL Inside.air film: heat sideways
Total Unadjusted R -Values
FRAMING ADJUSTMENT CALCULATION
Cavity Framing
Cavity Frame
R -Value R -Value
0.17
0.17
0.06
0.06
17.80
--
--
5.45
0.45
0.45
0.68
0.68
ly.to d.UU
Total
U -Value: (1 / 19.16 x 0.85) + (1 / 6.80 x 0.15) = 0.066 Btuh/sf-F
Total R -Value: 1 / 0.066 = 15.06 sf-F/Btuh
CONSTRUCTION ASSEMBLY Page 13 3R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM 3R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Sketch of Construction Assembly
LIST OF CONSTRUCTION COMPONENTS
Reference Name . R.38.2X4.24
Description .... Roof R-38 2x4 24oc
Type ........... Roof
R -Value ........ 38 sf-F/Btuh
Framing
Material ..... FIR.2X4
Spacing ...... 24 inches on center
Fraction ..... 0.07
FRAMING ADJUSTMENT CALCULATION
Cavity Framing Total
U -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btuh/sf-F
Total R -Value:
1 / 0.025 = 40.51 sf-F/Btuh
Material
Cavity
Frame
Name
Description
R -Value
R -Value
0.
FILM.EX
Exterior air film: winter value
0.17
0.17
1.
SHNGL.ASPHLT
Asphault shingle roofing
0.44
0.44
2.
BLDG.PAPER
Building paper (felt)
0.06
0.06
3.
PLY.0.50
0.50 in plywood
0.62
0.62
4.
AIR.RF.3.50
3.5 in & greater air space: heat flow up
0.80
0.80
5.
BATT.R27.0
R-27 batt insulation
27.00
27.00
6c.
BATT.Rll.0
R-11•batt insul (cavity > 3.5 in)
11.00
--
6f.
FIR.2X4
2x4 in fir framing
--
3.46
7.
GYP.0.50
0.50 in gypsum or plaster board
0.45
0.45
I.
FILM.IN.RF
Inside air film: heat flow straight up
0.61
0.61
Total Unadjusted R -Values
41.15
33.62
FRAMING ADJUSTMENT CALCULATION
Cavity Framing Total
U -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btuh/sf-F
Total R -Value:
1 / 0.025 = 40.51 sf-F/Btuh
CONSTRUCTION ASSEMBLY Page 14 3R
Project Title.......... Residence for McConnell Date........ 06/21/95
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -FORM 3R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Reference Name . FC.19.210.24
Description .... Floor Crwl R-19 2x10 24oc
Type ........... Floor
R -Value ........ 19 sf-F/Btuh
Framing
Material ..... FIR.2X10
Spacing ...... 24 inches on center
Fraction ..... 0.07
Sketch of Construction Assembly
LIST OF CONSTRUCTION COMPONENTS
Material
Name Description
O. FILM.EX
1. CRAWLSPACE
2c. BATT.RI9.0
2f. FIR.2X10
3. PLY.0.88
4. CARPET
I. FILM.IN.FLR
I
LxLerlUr d11- 111111: W111Lel- vdlue
Effective R -value of vented crawlspace
R-19 batt insul (cavity > 5.5 in)
2x10 in fir framing
0.875 in plywood
Carpet & pad
Inside air film: heat flow down
Total Unadjusted R -Values
FRAMING ADJUSTMENT CALCULATION
Cavity Framing
Cavity Frame
R -Value R -Value
0.17
0.17
6.00
6.00
19.00
--
9.16
1.09
1.09
2.08
2.08
0.92
0.92
29.26 19.42
Total
U -Value: (1 / 29.26 x 0.93) + (1 / 19.42 x 0.07) = 0.035 Btuh/sf-F
Total°R-Value: 1 / 0.035 = 28.26 sf-F/Btuh
HVAC SIZING Page 15 HVAC
Project Title.......... Residence for McConnell Date........ 06/21/95
Project Address........ Lot 18 - Hercules Ave.
Oroville
Documentation Author... Neal Kuopus Building Permit
Company ................ CALCTECH
Telephone .............. (916) 534-5066 Plan Check Date
Compliance Method...... MICROPAS4 by Enercomp, Inc.
Climate Zone........... 11
Field Check/ Date
MICROPAS4 v4.02 File-MCCONNCO Wth-CTZ11S92 Program -HVAC SIZING
User#-MP1320 User-CALCTECH Run -Proposed Residence
GENERAL INFORMATION
FloorArea .................
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
2432 sf
20585 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
Opaque Conduction and Solar......
Glazing Conduction ...............
Glazing Solar... ...............
Infiltration .....................
InternalGain ....................
Ducts............................
Sensible Load ....................
Latent Load ......................
Heating
(Btuh)
242 deg (SW)
Cooling
(Btuh)
12315
5302
8821
5734
n/a
14860
11709
4807
n/a
2325
3284
3303
36129 36331
n/a 7266
Minimum Total Load 36129 43597
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.
AVENUE
HI LLCREST T. 56' 44.95
80.0 80.0 80.0 112.43
loo51
O' O 0.224C12 13
!! 0.25 AC. � 0.384C.
0 0.224C.0 .o 0.22AC. o a /7
_0.23AC. o o 1 16
N _ /5
0.26AC. 12 y, 13 i4
I! N N 8 80• p 62.0
0.0 (524AC
C71-67.9 80.0 f 18N
8 � 680
0.26 Ac. HERCULES o o {
�h 2 �
l0 0 0 �p 34.45 8ps� �- 1 /7
34 �0. 0 8 'CJ hti 0.23AC. 1'=100'
11g 25 �0* 61 0 87
"4 0.2AaC. 023 AC. 0 0.22AC. �
It
m 77 83 N 86 N 0.284C. 33 p `0 X20' 18 0
0.23 AC. y' AC. - 85
// o m - 84 20.48 69 0.22 AC.
9 m • - P 37 - X20' 32 a,
120.0 19 .90.05 71.33 89. T7 80.03 .o wu�-� Q
6 01
8069 80.69 80.69 88.13 0.2/ AC. (� 1/� �•LO / 9 O -L
0.20 7 o 38 39 40 41 0 � 88 09 0.23AC.
Q _�. O.4qAC H 0.22 AC. m 024AC. 0.26AC. a+� `�2 31 m 0
0.2/Ann ��� \ZO 2 0
h 112 N ill N x110 'L!O 'L D
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80.0 \ 0.0 80.0 �? 9.36 \ 0.28 AC, C) 89 08�` 0.22 AC
LODGE -VIE -W 83.09 109 , ® ns 0- 21 m0
DRIVE- e5 60 148.0762.47 �0 90 �o 29 0.22Ac. c
23
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120.0 1` 74 0.22 AC Q ►� a 0:36AC. o ��Z' 28
S1 /05.0/ o
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W O 120.0 106
0.2IQ1<F' (`1
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00 0 0.22 AG Z o 54 0.20AC °N' h0 92 0.22AC
6 o V o
0.22 A C. o �o co �� cv 0
N o 0.22 A O / 7 k 46 o ���` 27 0
Q /20.0 75 m QS 40.7 0 25 0
h /20.0 72 m '� -0/ 6 0.32AC. a� 0.21 q� �'LO• 24 c
120.0 FLEMMjNG t1 'm 105 _ 93 0 0;22 Ac �a
o 0.22 AC. 0. 05 go.22 AC. 0 53 COURT ( m o \\6' 26 mo 26
120.0 76 QD 0.22 A, O 1 0 173 74 J 0.214S.0 6 0�
1200 71 O 47 94
/20. p
� y o 59 h 49 0 X36 0.43AC.
W 0.22 52 2 0.26AC. `� o
4 m 0.22 A C- M 48 �,. ! 04 a
v 0 0.22 At o 102 �v 0.2� C.
/20.0 77 a' �� 181.64
70 0 0 AC., \
/
1200 /20.0 Q /05.01 �. 103 o 0
3 60
0 O C7 _ 50
o �; �
0.22 AG o 00.22 5/ W o ,5"' Assessor's Mo No. 69-5
/20.0 7� c m 0.&AAAA o 0.25 Ac. o i _ p.
1200 69 o _ County of Butte, Calif.
.. 120.0
0
LQKERIDrE VILLAGE R.5 M n R ll. l2. l3. 14 Q /5 Oct. 1981 �� s { REVISEO. 7- 90