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068-400-011 02-0028
MALAMAR CONST INALE
aw ROSEMEL CT, OROVIL 7-Z4W
CONT: MALCOLM HALL
NSF (LOT 11)
068-400-011 03-0400
BATTJES, JUDY
26 ROSEMEL CT, OROVILL INALED
ADD TO EX DECK
f
NOTES RESIDENTIAL '
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S/03-0400
068f 400-011��
PERMIT NG'BATTJES,-JUDY -- -«'f-
26ROSEMEL
f 26ROSEMEL CT, OROVILLE
ADD TO EX DECK, .
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i
SPECIAL CONDITIONS
. r
CHECKED
BY
_SRA
FLOOD CERTIFICATE REQ. `
? FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS }
SUB -STANDARD HOUSING LETTER
J=OK
0 = Ndt OK
s = NotReadyable
Siding; Nailing -Veneer -Stucco -Mesh
MOBILE HOMES .
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Ext.; Steps -Doors -Landings
1.
Zoning Requirements -Setbacks -Easements ,
2.
Soils; Special MH Support Sketch
Card B-1 - Date Card B-1
3.
Sewer; Location -Test -Fall -C/O -Concrete
Date POOLS (Plans) OK except #'s
4.
Water; Location -Test -Easement Needed (Sketch)
2.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining -
6.
Gas; Location -Test -Wrap;-/ /" L 'ft:
/ P Nat. or/ /" L "ft./ P LPG
• 5.
7.
Well Clearance & Disconnect
Elec.; Enclosures; Conduit Entries -Terminals -Listed
8.
Utility Clearance
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards-Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
Date
Light Niche
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.
Tie Downs -Type -Installation Cert.
10:
Exits; Insp.-Sketch
11.
Cert. of Occupancy
Date
.
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date .. Card B-1
Date
Card B-1 Date Card B-1
I MISCELLANEOUS
Date PlEgXSXROVERS, CARPORTS, GARAGES (Plans) OK except #'s
ning Requirements -Setbacks -Easements
F ings; Soils -Size -Depth -Spacing -Connectors -Steel
G D3 ecks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Beams- Rftrs-Con nectors
Shthg-Frg-Bracing .
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 - Date Card B-1
Date
Card B-1 Date • Card B-1
Date POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining -
4.
Elec.; Receptacles and Lighting, Distance-GFI
• 5.
Elec.; Pool Lighting; 15 Volts -G FI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7..
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards-Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J=OK
0 = Not OK
- = Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date UNDERFLOOR (Plans) OK except #'s
1. 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 -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
17.
Water Htr.; Vent -Access -Combustion Air Baffle
65. Smoke Detector
18. Water Pipe; Test & Anchor -Nail Protection
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
Bedroom Exiting
20.
Shower Pan; Test, First Floor -Tub Access
G.F.I. & Bath Fixtures & Tub Access -Spa
21.
Test Tub & Shower, Second Floor -Tub Access
Elec. Trim & Subpanel, Breaker Sizes & Labels
22.
Gas Pipe; Sixe & Anchors
Stairs & Rails
23.
Fire Sprinkler; Test
Fireplace or Stove, Clearance -Hearth
72.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
75.
24.
Fixture & Transformer Clearance -Ins. Protection
76.
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
77.
26.
Size Boxes & No. of Conductors Stapled
78.
27.
Romex Installed Close to Edge of Studs & C.J.
79.
28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Kitchen & Conductor Size GFI
Insulation -Foam -Looked in Attic
30.
Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al
Guard Rails & Deck Construction -Post Caps
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI
Insulated Neutral ❑ Yes ❑ No
82.
32.
Service -Riser Conductors & Ground Main Disconnect
33.
Equip. Clearances Panels-Motors-Mech. Equip.
83.
34.
Clothes Closet Light -Shower Light -Spa Light
84.
35.
Smoke Detector
85.
A.C. Unit Disconnect, Electrical -Plumbing
Date
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
Card B-1 Date Card B-1
Date
Water Well, Disconnect, Electrical, Plumbing
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
36.
A.C. Ducts Insulation & Support
90.
37.
Vent Fan, Exhaust above insulation
91.
38.
Condensate Drain & Overflow, Size & Grade
92.
39.
Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
93.
40.
Attic Access & Platform if Furnace in Attic
Date
Energy Compliance Certificate -Other Certificates
Card B-1 Date Card B-1
Date
Address Posted
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
Date
41.
Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof)
45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Date FRAMING (Continued)
47. Hangers -Post Caps -Anchors -Connectors
48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng.
49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52. Garage Fire Protection Framing -RC Channel
53. Property Line Firewall & Openings
54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57. Siding -Nailing Veneer
58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59. Glazing Area -Glass Protection -Skylights -Plastic
60. Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64. Ext. Steps -Door & Sidelight Protection -Landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
67.
Bedroom Exiting
68.
G.F.I. & Bath Fixtures & Tub Access -Spa
69.
Elec. Trim & Subpanel, Breaker Sizes & Labels
70.
Stairs & Rails
71.
Fireplace or Stove, Clearance -Hearth
72.
Elec. Outlets at Wood Panel, Int. & Ext.
73.
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74.
Elec. Outlets & Receptacles at Kit. Counter
75.
Garage Fire Door; Swing -Landing -Closure
76.
A.C. Duct in Garage -Damper
77.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78.
Plb.; Elec. & Mech. Equip. Listed for Location
79.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80.
Insulation -Foam -Looked in Attic
81.
Guard Rails & Deck Construction -Post Caps
82.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
_
83.
Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No
84.
Stucco Brown -Finish
85.
A.C. Unit Disconnect, Electrical -Plumbing
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87.
Water Well, Disconnect, Electrical, Plumbing
88.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90.
Glass Protection
91.
Corrections from Previous Inspections
92.
Gas Test -Meters Tagged, Gas -Electric
93.
Water & Sewer Connected -C/O to Grade -HD Approval
94.
Energy Compliance Certificate -Other Certificates
95.
Address Posted
96.
Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev.12/96) 1 APPLICATION AND�PERMIT 93
ASSESSOR PARCEL NUMBER
068_400-011
ZONING
AD
BUILDING PERMIT
OWNER
J534-8565
TEUEPHWX
SO. FT. OCC. BUILDING VALUATION
. OWNERS MAIUNG ADDRESS
96 IROSEME- Cly Op=illu
CONTRACTOR'S NAME
OWNER
TELEPHONE
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ 1A n-oo
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
BUILDING ADDRESS
26 ROSE EL Cr, OROVILLE
Energy Plan Checking Fee $
$
PERMIT FEE S
82.00
LAT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF)0 Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00.
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other
Describe Work: ADD M EXISTING TIFC 0
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE S
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service zoOA OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.POWER
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
La r the following reason:
I, as owner of the property, or my employees with wages astheir sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO LCCA
46.00
NEW CONST. DWELLING OCCUP.
EL
OR ADDNS. ( a ACC. BUDS.
SO
3.5¢FT_
T.
NEW NONN.AEDSID. MULTI.0UTLET
97,50
APPARATUS
C.
a SINGLE 0 rLET CIR.
Ex. Occup.OUTLET OR FDRU
20 Q 1.00
BAL 9 ,50
Ex. Occup. GUXTLEEDTSA(RREES,6) ELINS
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE t
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
Cooling
Hood
6.50
Ventilation
PERMIT FEE $
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
orkers' compensation provisions of section 3700 of the Labor Code, I shall
Ifo hwith comply with yse provisions.
—_6
X Date // (/
(gnat re of App 'c t - Owner ontractor ❑ Agent
An O A permit s r uir d for exc atio s over 5'0" deep and demolition or constructionLZ
of s uctures ov r stories in he' t.
Receipt No
WHITE-D.D.S.-B.D. CANARY -ASSES R PINK -INSPECTOR GOLDENROD -APPLICANT
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ CONST. TYPE
TOTAL FEE $ 82.00
CEL Po H
Issu
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for hich fees have been paid.
By Date
PERMIT EXPIRES ON L/
Date
rt.7�;:rs,�►fy.;�/l►r.';::,�3rt�Yvxtl���pr fi.)i�+"*�t�tr•a::,�..�.+"t-��„�.,r,..,.yy�.nn;'ti,.,:�yc+v,.�",'`3�i^"e: e1�"'.�,r''s'a,,r+.ry+�aJ"�'"'��►rlt4:%y�ir '� .
a R COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: � ^ 'C ASSESSOR PARCEL NUMBER 0(98 U
Proposed Building Use: Counter Technician: Date: 4 Iy
Item required in order to apply for a permit. All boxes MUST be checked OR rrNar ed NA in order to apply.
1... Plot plans, 3 or 4 sets, signed'�y the preparer of the plans.
Complete plans, 3 or 4 sets, signed by the preparer of the plans.
�O 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
❑ 5. Energy compliance design and supporting documentation in duplicate.
❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.......................................................
❑ 11. Detached Accessory Building Form tilled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 14. ees as shown on the attached Schedule of Fees Due Sheet .......................................
Statement of Intent for Non -heated and A/C Buildings .....................................
6. Sanitation and plot plan approval from the Environmental Health Department in
17. Fanning
f Chi oPlumbmgpermit ...... 1 a ( 4r . ...r..... ..
..
............................
toD0,!&e/o ze's PP =jwmal� Paid.'frSentbY
❑ 19.
approval for (A) Use: (B)Parking;^„L1 (C) Parcel Check:_
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑ 22. Pre -Inspection for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ orker's Compensation Carri r and Policy Number ..............:..............................
-0,25--owner-Builder Verification�Given to owner, ❑ Mailed to owner) .....................
❑ 26. Letter of Signature authorization .....................................................
...................................................................
❑ 27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits......................`...................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 31. Other:
When issued Telephone and hold for pickup.
I have been -informed of the above items and requirements forobtaining a quilding permit.
Applicant: Da&; �� ✓ �/ � -
1. Index s pe �applicati, n for the above it numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised cfthe above data by ❑ phone, ❑ mail; ❑ counter, by Date: _
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b r Date:
Plans reviewed by: Date: Plans approved by: Date:
Structural reviewed by: Date: Structural approved by: Date: 41
Note transfer by: Date:
Yvllnw- Rnildino rlivicinn
OWNER -BUILDER VERIFICATION '
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and .bearing your signature:
Please complete and returnthis information'at your earliest opportunity to avoid unnecessary, delay
in processing and. issuing your :building permit. No building permit will, be' issued until'this
verification is received:
bi I personally planto provide . major labor and materials for construction of the proposed .
property improvement : YES ..NO D` ,
5
�. I HAVE HAVE NOT O signed an application for a building permit for the proposed work: '
3. I have contracted with the following person (firm) to provide the proposed construction:
NAME:
DRESS: t CITY:
PHO CONTRACTOR'S LICENSE NO.
4. I plan to ovide portions of this work, but I have hired the following person to coordinate,
supervise, an rovide the major work:
NAME:
ADDRESS: CITY:
PHONE: 'CONTRACTOR'S LICENSE'NO.
5. I will provide some of the rk but I have contracted (hired) the following persons to provide
the work indicated: '
NAME y ADD SS~ -" ' PHONE 'TYPE OF WORK
SIGNED:
PROPERTYOWNER: x
SOCYMWCRc
DATE:
F
NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the
California Health and Safety Code. ''IThis_ verification must be,' completed and
returned to our office before we are permitted to issue thepermit
OVER
. OWNER BUILDER INFORMATION
Dear Property Owner:
O.B.-1
An application for a building permit has been submitted in your name listing yourself as the builder of property
improvements specified.
For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such
a permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business
license from the city or county. They are also required by law to put their license number on all permits for which they
apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should
be aware of the following information for your benefit and protection:
♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious
with respect to worker's compensation insurance.
♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License Board in your
community or at 1020 N Street, Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you
are aware of these matters. The building permit will not be issued until the verification is returned.
4Micel
, &'
C. Vi ira, C.B.O.
, Building Inspection
NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code
OVER
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COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
9 q
for nlll$ 14"x�
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7 County Center le. Calllornla 85985
TelDrive
ephone• ;38—
NOTES,�4�.
068-400 `01-1�-6''Ga 02}0028
- MALAMAR CONST
'fid PERMIT ROSEMEL CT,,OROVILLE I
CONT: MALCOLM HALL r
NSF (]LOT 11) • v3/�/Q3
fi
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All
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
OFFICE COPY
'. Address
R
GAS
A Meter By Date*2
L
6q E C .
Me
h '
OFFICE COPY
t. Address
�tt '"6+WFBY
i ELECTRIC
}} Meter By Dat
QAL
JOB FINALED (Date) � 5Z s
i
Signature
V=OK
0 ;NotAp plicable
=Not Ap
= Not Ready
r
X11!
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Zoning Requirements -Setbacks -Easements
1.
Zoning Requirements-Setbacks-Easements
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
2.
Soils; Special MH Support Sketch
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
3.
Sewer; Location-Test-Fall-C/0-Concrete-
Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors
Shthg.-Frg-Bracing
4.
Water; Location-Test-Easement Needed (Sketch)
Alum, Awn.; Columns -Connections -Splice -Decal -Enclosures
5.
Electricity; Location-Clearances-Grnd-/ /Amp-Concrete
Carports; Windows -Doors
6.
Gas; Location-Test-Wrap;-/ /" L'tt.
/ P Net. or/ /"L"ft./ _ PLPG
Electric
7.
Well Clearance 8 Disconnect
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
8.
Utility Clearance
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
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
1.
4.
Electricity; MH Test-Crossovers-Breakers-Clearances:
2.
5.
Drain; MH Test-Fall-Flex Connector
3.
6.
Water; MH Test-Regulator-Connector 1 '
4.
7.
Water and Sewer Connected-C/O to Grade-HD Approval v
8. Gas and Electricity Tagged '
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert. of Occupancy
12. Permanent Foundation Only: License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
,Date
DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors
Shthg.-Frg-Bracing
5.
Alum, Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
+
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
'Elec.; Receptacles and Lighting, Distance-GFI+
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater .
8.
Elec.; Grounding; Equip. w/5' Circulating Equip: --.Pool Lghtg.
Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date , Card B-1
+
� I
V= OK
0 = Not OK
- = Not Applicable = Not Ready
RESIDENTIAL (;
Date
erfloor (Plans) OK except #'s
Date
onin etbacks-Ease nts-Flog S pe
Date
g., Main; Soils-Ele . Gr % Ftg. Depth
3
g., Garage; Soils-Steel-Elec. Grnd.-/.2_P-T1g. Depth
4.
Ftg., Porches & Decks; Soils -Steel-/ / Fig. Depth
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Hold Downs and Special Anchors
7.
Slab, Steel -Wrapped
8.
Piers -Fireplace Ftg.-Steel
.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11.
Water Pipe; Test -Anchors -Regulator -Service Test
12.
Electric Underground
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
4*! ers-Sills-Anchor Bolts-Joists-Vents-Crippies
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
oi-'water Htr.; Vent -Access -Combustion Air Baffle
(yB!W Pipe; Test & Anchor -Nail Pr tion
VV -Test Fittings & Anchor- al ection
Shower Pan; Test, First Floor -Tub Access
Test Tub & Shower, Second Floor -Tub Access
Gas Pipe; Sixe & Anchors
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
L--0--Fixture & Transformer Clearance -Ins. Protection
lec. Receptacles Spacing -Lights & Switches at Doors
�e Boxes & No. of Conductors Stapled
t,2e!Ti0mex Installed Close to Edge of Studs & C.J.
�ip. Ground made up w/Mech Fasteners -Bond Gas & Water
Q8!','—Appliance Circuits in Kitchen & Conductor Size GFI
29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or At
30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al
Insulated Neutral ❑ Yes ❑ No
31. Service -Riser Conductors & Ground Main Disconnect
quip. Clearances Panels-Motors-Mech. Equip.
pies Closet Light -Shower Light -Spa Light
woke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ME CHANICAL (Permit) OK except #'s
Date
A.C. Ducts Insulation & Support
Dat
Fan, Exhaust above insulation
Date
ondensate Drain & Overflow, Size & Grade
Dat
Furn ce-Vent Access -Comb. Air -Return Air Vent 115 outlet
Date
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
� -Sits Materials & Anchors
alls Studs -Nailing Spacing & Braces -Plates -Sound
ring Walls over Girders & Floor Nailing
3. Dr ft Stop in Walls (rat proof)
re Stops, Furred Ceilings -Stairs -Chasers -Tubs
(-45D Headers & Beams -Size & Bearing
jingle & Duplex)
Date 'FRAMING (Continued)
Hang Post Caps -Anchors -Connectors
47� ng. Joist-Rttr. Ties-Purlin-Roll Br rus hting.-Rfng.
ype A Flue-tgLtace Throat Clearance
t2,cAccess; Size & ex Protection-Dra Stop -Ins. Baffles
Wim. Windows or Exiting Doors -Sill Ht. & Dimensions
/Syt38f-age Fire Protection Framing
II & Openings
5®s -One 3' -Check Garage 3rd Story, 2 Exits
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
ywood on Roof Overhang -Attic Vents -Rafter Outriggers
r
15_1tucco Mesh-_glip Screed -Fd. Vents-Underflr. Access
azi rea-Glass Protection -Skylights -Plastic
ear Walls; Nailing -Bolts
6b. Brace Interior/Exterior Wal e s
61. Insulatio -W I i Ings
62. Inf iliration-Walls-Windows
Date 9 ,02Card B-1 Date Card B-1
Date Card B-1 - Date Card B-1
Date FINAL (Plans) OK except #'s
E . teps-Door & Sidelight Protection -Landings
Smoke Detector
5 rnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
edr xiting
6 Bath Fixtures & Tub Access -Spa
Afr'Elqim & Subpanel, Breaker Sizes & Labels
Stairs & Rails
e,Cfi- Fimnlara nr It— res =-Hearth
lec. Outlets at Wood Panel, Int. & Ext.
d. ixt. & Appliance; Ground -Air Gap -Cooking Clearance
e utlets & Receptacles at Kit. Counter
Garage Fire Door; Swing -Landing -Closure
arage-Damper
rtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in rage; Above Floor-Mech. Protection
Plb., Elec. & Mech. Equip. Listed for Location
ec. F.Jeceptacles in Garage (F.F.I.)-Romex Protection
su n -Foam -Looked in Attic
Guard Rails & Deck Construction -Post Caps
n. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor, ❑ Yes /
82. Following Instld./Drive J No/Wal s 5X -s 0 No/Planters Q_Yes Wo
83. Stu r -Finish m2_
neci, Electrical -PI
ige—Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
Elec. Trim, G.F.I. Rec
A -Throughout House
Gas -Electric
aY. W Sewer Connected -C/O to Grade -HD Approval
Ene;gy1C_ompliance Certificate -Other Certificates
Address Posted
Comments at Final:
Date
B-
Date
Card B-1
Dat
Card B-1 ly
Date
Card B-1
Dat
Card B-1
Date
Card B-1
Comments at Final:
COUNTY OF BUTTE,
'BUILDING DIVISIONi
DEPARTMENT OF DEVELOPMENT SERVICES,
'411 Main Street - Chico, CA * (530) 891-2751
7 County Center Drive - Oroville, CA * (530) 538-7541
CORRECTION NOTICE
01
6WNERPERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
'5RE-1-
WS -
ZVI.
Date Inspector
REV 10192
COUNTY OF BUTTE
BUILDING DIVISION,
DEPARTMENT OF DEVELOPMENT SERVICES
In 41.1 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA • (530) 538-7541
CORRECTION NOTICE
2— -002--IR
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completey. It you have any questions pertaining to this matter, or need additional explanation,
please gontact this office immediately.
<
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7
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105L -/p *-K)' I A-4
4-44 e-
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Date 2
Inspector
REV 10/92
^' COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
Tl
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contac�his office immediately.
x; X -07b C- .
v
'k
. Date
µ REV
�-- Inspectori�
I vll�l
COUNTY OF BUTTE -DEPARTMENT OF DEVEL'O'PMENT SERVICES -BUILDING DIVI ION
_ 7 County Center Drive • Oroville, California 95965 • Telephone (53¢� 538-7 1 PERMIT NO.
(Rev.12i96) APPLICATION AND PERMIT //)
ASSESSOR PARCEL NUMBER
068-400-011
ZONING
AR
BUILDING PERMIT
OWNER
MALAMAR CONST877-6038
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
1668 R 90,072,00
. OWNERS MAILING ADDRESS
29 RIDGELINE CT OROVILLE 95966
576 U 10 368.00
CONTRACTORS NAME
MALCOLM HALL 50
TELEPHONE
-455-0442
142 C0 1,846.00
-
CONTRACTORS MAILING ADDRESS
29 RIDGELINE Q1, OROVILLF 95966
CONSTRUCTION LENDER
Fireplace "All
1,500.00
LENDER'S MAILING ADDRESS
Total Valuation1030$
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee 1-6-5.1-50-_
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $424-75
BUILDING ADDRESS
Energy Plan Checking Fee $ 23,00
$
PERMIT FEE $1-191-95
LOT NO.11
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Piling Fee
20.00
USEOFSTRUCTURE
SF [X Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap qJ 7.00
Solar or heat pump water heater 23.00
Water piping 15.00
Each gas water heater or vent 15.001
TYPE OF WORK
New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NSF
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home I S I G I W 920.00
PERMIT FEE $ 141-00
ELECTRICAL PERMIT Filing Fee
20.00
600OR LESS
Main Service 200AORLESS 23.00
23.00
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class LIC. NO. / q /S�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
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.
❑ I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
.� Date"' - a 2 _
Signaffure of Applicant A Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Main Service zooA To ,000A 46.00
NEW CONST. DW EWNG OCCUP. S°
OR ADDNS. ( a ACC. BLOS. 3•50FT.
78.55
,10µq °IDT MULTI.OUCU 97.50
POWER APPARATUS
b SINGLE OUTLET CIR.
.00
EX. OCCU OUTLET OR FIXTURES SAL. 1 .50
Ex. Occup.ounFTs AEs o.°EA 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $ 12 1.55
MECHANICAL PERMIT Filing Fee 20.00
Heating 1 1115.00 15.00
Cooling
Hood 6.50
Ventilation a -00
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
31
CONST. TYPE
- T TAL FEE $ 1497.30
HAZ.
_
D. FE IMP
X
FLOOD
x
CDF
X
PARCEL
X
PD
HD
X
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do
indic ab for hich fees have been paid.
B ate
PERMIT EXPIRES ON
(1) .1.)
work
Receipt No. 337473/$1497.30
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
If
COUNTY OF BUTTE -DEPARTMENT OFD ; VELO,PMENT SERVICES -BUDDING (VISION
7 County Center Drive,
OWNER:
Proposed Building Use: /O V, -./ /
Items required in order to apply for a permit.
ille, CA 95 6 - Phone (530)538-7541 Fax53 ,38-2140
APPL ATION DATA SHEET
ASSESSOR PARCEL NUMB
Counter Technici Date:
All boxes MUST be checke marked NA in rder to apply.
❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes'
❑ 5. Energy compliance design and supporting documentation in duplicate.
❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
a foundation plans, all in duplicate.
❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner ......................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Other ....
R;ining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ,
` .Fees as shown on the attached Schedule of Fees Due Sheet ....................................... � 69-
15. Statement of Intent for Non -heated and A/C Buildings ................................. .. .0
16. Sanitation and plot plan approval from the Environmental Health Department in
7. City of Chico Plumbing permit...................................................................
8. California Department of Forestry plan approval laid. Sent by: ?.( s:O.pr ...
W❑ 1 Planning approval for (A) Use: C> 1L(B)Parking: . (C) cel Check:
Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
22. Pre -Inspection for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 24. Worker's Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
6. Letter of Signature authorization ........................................... ................... '....
J�E
Recorded copy of Agricultural Acknowledgment Statement...........1 �i 1. �.V1� 1.�..
28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 31. Other:
When issued Telephone and hold for pickup.
I have been informed
Applicant:
the above items and r quirements for obtaining a building permit.
-,�. Date: /-40 7 " 4
`.
1. Index permit application for the above items numbered://n /W Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Plans reviewed by: Date: F P Plans approved by: w S Date:
Structural reviewed by: R 14, Date: 20 o k- Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES —BUILDING DIVISION.
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916),538-7541
SCHEDULE OF FEES DUE
- DYDI/
• OWNER A.P. # %
PROPOSED BUILDING USE DATE / D
' RECEIPT # DATE REC .
' 1. BUILDING PERMIT FEES
-- Balance Due ........... $
-- Additional Fees Due ........... $
-- Additional Fees Due ........... $
Revised Plan Checking Fee ........ $
2, SCHOOL DISTRICT FEES "
(paid at District Office)
3. SHERIFF FEES (paid at Building Division) -�
• Residential ........ x $360.00'= $�
Units
Commercial (sq.ft.)... x $0.03 $ `
Sq.Ft:
.4. URBAN AREA FEES (paid at Building Division) .
Residential (per unit) . x . _ $
�+ #Units Amt., ,
Commercial (sq.ft.) , x _$
Sq.Ft. Amt:
5. RECREATION DISTRICT FEES (paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
D ik
7. SRA FIRE INSPECTION' AND PLAN CHECK T �%
$89.00 (paid at Building Division) / D�
8. WATER TENDER FEES (Battalion # ) ,
$200.00 (paid at Building Division) '
9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) '
10. OTHER '
i
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit.,
These fees may be changed during the plan checking process.
APPLICANT 'Z�� y; ' DATE ��' O % t-® .—
Pursuant to Gove ent Code Section 66020, you are hereby notified that items 2,3,41'5,6,8,9, and 10 above may have been imposed on your
project.. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may
protest. The requirements fora protest are specified in Government Code Section 66020(a)'.,
Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97)
.
i
MICHAEL M OONEY
s A MADRONEAVE.
CIVIL ENGINEER
WOVI ,LE, CA 95966
" .
RCE 20647. -
(916) 533-2131.
•
Butte County December
18, 2001
Development Services Department
,
Building Division
7 -County Center Drive
oroville, CA 95965
Re: Truss -calculations
'.
Lot 11/Malamar Const.
I have reviewed the truss caiculations.for
-
this job. My review.
includes identifying and.locating.loads.in excess
of X3000 pounds.
to
Where 'inadequate, foundation.elements have been
revised ,reflect a,
maximum design bearingload of 1500 pounds'•.per
square foot.
Thank you for your consideration and patience.
:
-.Yours,
OQ �M FFA*
Mi e
MY 9-,30-05
O
" slgTE F �P��F I �
ti t
• . '
RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMILY, DUPLEX AND
MISCELLANEOUS ONLY
Owner: Building Permit Number:
Plans Examiner: Off/ // v A. P. Number:
GENERAL: ,
Zoning requirements — (number of permitted living units).
Plans signed by the designer.
Proper description of work on the application
xisting violations on the property.
Recorded notice of violation.
Building permit valuation.
PLOT PLAN:
Complete parcel size and dimensions.
Setbacks, side yard, easements, etc.
Other buildings or structures.
w Grading, fills and/or drainage.
Flood hazard.
Special conditions on Parcel Map:
Noise ❑ SRA ❑ Fire Sprinklers.❑ Water Tender Q Traffic and Drainage fees ❑
-iFederal Aid Route and/or Federal Aid Secondary Route setback requirement:
Building or utilities across lot lines (Lot merger approval by Butte County Land Developigent)
-LOOR PLAN:
Plans and specifications drawn to scale with dimensions and of sufficient" clarity (UBC section 106.3.3).
- 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net
clear openable height dimension shall be 24". The minimunet clear openable width dimension shall be 20
When windowminimum net
are provided as a means of escape or rescue, they shall have a finished sill height not more than
44 above the floor (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603, 7).
s Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens, halls, bathrooms and toilet compartments'may have a ceiling height of not less than.7 feet
measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1).
.. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210).
Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom, clothes closets or in a closet or other confined !space opening into a bath
or bedroom (Uniform Plumbing Code section 509.0).'
Fuel burning equipment shall not be installed in a closet, bathroom or room readily usable as a bedroom, or in
a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 3.04.5).
Garage firewall separation.- required on garage side including supporting walls and posts (UniforriBuilding
Code section 302.4 exception #3). r
Under no circumstances shall a private garage have any opening.into a room used for sleeping purposes
(Uniform Building Code section 312.4). rte; ;
Wood stove location Alcove — UMC section 205 confined space & 223 unconfined space& 304.2).
Smoke detectors (Uniform Building Code section 310.9.1). f
Page 1 of 2
I
9'
4.57 Water closet clearances (Uniform Plumbing Code 408.5).
,Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).
-Ff Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support
all loads (Uniform Building Code section 1806.3).
=eld
URAL DETAILS:
wallpanels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels
must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not
exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall
lines must be continuous throughout the structure.
2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building
that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature,
registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
Clerestory requiring balloon framing and/or engineering.
Foundation plans complete enough to construct building (Uniform Building Code Table 184-C).
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Fireplace construction details and calculations if necessary.
Garage door header size(s).
Porch header size(s).
ypical header size(s).
12. tud heights.
High expansive soil — special foundation design required.
Retaining walls requiring design
Gypsum wallboard nailing inspection required.
If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total
net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no
more than one foot above grade. Alternatively, certification may be provided by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls.
Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction
design requirements must be shown on the building plans.
Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be
designed and/or located so as to prevent water from entering or accumulating with the components during
conditions of flooding.
MISCELLANEOUS ITEMS:
Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).
Guardrails (Uniform Building Code section 509).
Brick or stone veneer (Uniform Building Code section 1403).
Exterior plaster — weep screeds (Uniform Building Code section 2506.5).
Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2).
Foam insulation — protection.
36" halls and stairways (Uniform Building Code section 1004.3.3.2).
Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
Attic access and ventilation (Uniform Building Code section 1'
Sound requirements.
Energy design compliance and supporting documentation.
DF responsible area requirements.
BUILDING PERMIT REQUIREMENTS:
1. SRA.
2. ❑ Flood elevation certificate.
3. ❑ Fire Sprinklers required.
4. ❑ Special Inspection requirements.
5. ❑ Use Permit conditions.
6. ❑ Sub -Standard Housing letter.
Page 2 of 2
ENCROACHMENT `PERMIT, oa_ oval
COUNTY OF BUTTE u DEPARTMENT OF PUBLIC WORKS
7 County Center Drive u Oroville, CA 95965 u Phone: (530) 538-7681 u Fax: (530) 538-4356"
Download Forms: www.buttecountv.net/publicworks
NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District
Phone: (530) 538-7339
APPLICATION
/ WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and
ii hways, all in accor a ce with County ordinances and general laws. All information except signature must be typed or legibly rinted.
ie4- Ia. Company Name:
` a- /+-L�t
2. Address:
3. Phone: _'� 7 _ y j �—�— _ 4_1) 4. Assessors Parcel Number.
5. Location of Work to be Done: L r— i V -C (_A J4A ti
3. Applicant's Signature: -Z- 7. Date: O % —O 2 --
CONTRACTOR'S
CONTRACTORS INFORMATION
3. Contractors Name: A,✓!S -7-�C
3. Address:
10. Phones--� 7 SS � ool 11. Fax:
12. Contractors Number. �`� -� 13. Certificate of Insurance: Yes t3 No 9
14. Contractors Signature:
15. Authorized Agent
TYPE OF WORK TO BE DONE
16. Please Check Curb: ❑ Gutter: ❑ Sidewalk: ❑
17. Driveway (List Type): 18. Other.
PERMIT GRANTED
in compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions
written below, permission is hereby ranted.
19. Conditions j 4 0 1 a� r
Jnder round Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600
20. O All work shall conform to accompanying: Detail 0 Plans ❑ Special Conditions O
21. Date Issued:? z 22. Expiration Date: / 7 0 23. Surety: Ye No 0
'11
'Juke Crump, Director of Public Works By: / , ,,��
'Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up C one week.
Page i ort
,neral Conditions —See Page 2
I
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DMSION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95%5
ba�
200 1 —006 1 526
Recorded
Official Records
CountyBUTTEOf
CANDACE J. GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
12:16PM 26 -Dec -2001
REC FEE 7.00
CONFORM .00
Fay
Page 1 of 1
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
The land referred to herein is situated in the State of California, County of Butte, and is
described as follows:
Lot 11, as shown on that certain map entitled, "Melrose Estates", which map was recorded in the
office of the Recorder of the County of Butte, State of California, on February 15, 2001, in book
151 of maps, at page (s) 15, 16, and 17.
Date JUNE 8, 2001
PROPERTY OWNERS: MALAMAR CQNSTRUCi J D1V INC., A
C NIA CORPORATION
N C.M I. HALL, PRESIDENT
State of California )
County of BUTTE )
On JUNE 8, 2001 before me,
PENNY C. ENGLAND, NOTARY PUBLIC
personally appeared MALCOM I. HALL
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 in and and official seal.
Signature Seal:
A.P. # Oleg
PENNY C. ENGLAND:..ti.„;
Compassion #1240914 Mfr CPS1
Notary Punic
Butte Cau*, Commis
My Commission Exp. DEC. 3, 2003
PERMIT NO.: 6-02
Lake Oroville Area Public Utility District
1960 Elgin Street
OROVILLE, CALIFORNIA 95966
' 533-2000
r 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: January 22; 2002
Applicant. Malcolm Hall Malamar Construction
Applicant Address: PO Box 100.1 'Owatonna MN - 55060
Applicant Phone No.: (507) 455-0442
Property. Locations(s): Rosemel Ct. Oroville,, CA 95966
Melrose Estates Lot 11
A. P. No. (s): 068-40-011
Fees due: All fees. paid
Application for service approved: l
r s O
• PUBLIC V
Inspection(s) made and successful'test(s) observed -
Location:
By -
Lake Oroville Area Public Utility District release'to close permit:"
Date: By:
r
LLE AREA
Y DISTRICT
Date:
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District 6 Building Department No.
A.P. Number ���' �V�/ U % Jurisdiction: city- County
Property Owner
Mak
Property Location/Address
Subdivision iri%� �%.�L• ei11V4-4S Lot No. /
.................................................................................................................
Residential Development Sq. Footage �(O flap
No of Living Mobile Home Addition/ 'Supplemental to (Group R)
Units Installation Conversion Permit #
'(No foundation inspection)'
....... .........................
Commercial/Industrial
New Addition
Sq. Footage
Date
(Including Exterior
Roofed Areas)
triuor riens reviewea oy acnooi uisinci rersonneu
District Identification No.
School District certifies that
(Applicant)
(Street Address) (Phone Number)
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. 9i- �j Q —QS by payment of. $
representing �Q �p (} square feet. AB 2926 $
FULL MITIGATION S
School District Representative Date.
Paid by Check # Remarks:
i
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action. -
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
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.xis (10/98)dmm
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HomwwAER's NAn4E Y Y OA.A''AAA_0�/�,
ADDRESS VJZ�'T l k
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$ NEW CONSTRUCTION
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IF RETROFIT:
❑ RETROFIT
Installed
DEPTH OF PREVIOUS
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3�7
L—
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INCHES
( S
per 1000 sq. ft. of
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ESTIMATED R -VALUE OF
.
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11
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0.176 lbs.
19
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0.313 lbs.
22
CLIMATF PR(I RAG WFIGNT - 95 1 R` IMMINAI :�
R -VALUE
MINIMUM
THICKNESS
BAGS PER
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MAXIMUM
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To obtain an
Installed
The number of bags
Contents of
The :weight per
insulation
insulation
per 1000 sq. ft. of
this bag should
sq. ft. of installed
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(R) of:
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not be less than:
11
51/4 in.
7.0
142 sq. ft.
0.176 lbs.
19
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12.5
79.9 sq. ft.
0.313 lbs.
22
10 in.
14.6
68.4 sq. ft.
0.365 lbs.
26
1134 in.
17.2 1
58.0 sq. ft.
0.431 lbs.
30
13 in.
20.0
50.0 sq. ft.
0.500 lbs.
38
161/4 in.
26.3
38.0 sq. ft.
0.659 lbs.
44
181/4 in.
30.5
32.8 sq. ft.
0.763 lbs.
50
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35.5
28.2 sq. ft.
0.886 lbs.
60
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`4
INSULATION CONTRACTOR SIGNATURE
DATE
COMPANY C 1db':C , ADDRESS
`A%wt'Z `r 1i PHONE g CLL(
HOME BUILDER SIGNATURE
DATE
COMPANY ADDRESS
PHONE
Johns Manville
.. B,�_,�, 7197
®1997Johns Manville Corporation
Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http://www.im.com. For more information call 1-800654-3103.
`4
THIS IS FIBERGLASS FTC FACT SHEET
` BLOWING WOOL- INSULATION
R
'I
CLIMATE PROTm BLOWING WOOL INSULATION
Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation in this Package is 23 lbs.)
41
R -VALUE
MINIMUM
THICKNESS
BAGS PER
1000 SQ. FT.
MAXIMUM
NET COVERAGE
MINIMUM WEIGHT
PER SQ. Fr.
To obtain an
Installed
The number of bags
Contents of
The weight per
insulation
insulation
per 1000 sq. fl,tof
this bag should
sq. ft. of installed
resistance
should not
net area should not
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(R) of
be less than:
be less than: ..f
more than:
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11
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7.0
142 sq. ft.
0.176 lbs.
19
8% in.
12.5
79.9 sq. ft.
0.313 lbs.
22
10 in.
14.6
68.4 sq. ft.
0.365 lbs.
26
11X in.
17.2 '
58.0 sq. ft.
0.431 lbs.
30
13 in.
20.0 1
50.0 sq. ft.
0.500 lbs.
38
16% in.
26.3
38.0 sq. ft.
0.659 lbs.
44
181/4 in.
30.5
32.8 sq. ft.
0.763 lbs.
50
20% in.
35.5
28.2 sq. ft.
0.886 lbs.
60
23% in.
43.0
23.2 sq. ft.
1.0761bs:
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Read This Before You Buy
What You Should Know About R Values.
The chart shows the R -value of this insulation. "R" means resistance to heat flow. The
higher the R -value, the greater the insulation, power. Compare insulation R -values
before you buy.
There are other factors to consider. The amount of insulation you need depends
mainly on the climate you live in. Also, your fuel savings from insulation will depend
upon the climate, the type and size of your house, the amount of insulation already in
your house, and your fuel use patterns and family size. If you buy too much insulation,
it will cost you more than what you'll save on fuel.
To get the marked R -value, it is essential that this insulation be installed properly with
pneumatic equipment. t
BIC -194 7/97
0 1997 Johns Manville Corporation
J7
Johns Manville
Johns Manville Corporatiori--
Insulation Group
P.O. Box 5108
Denver, CO 80217-5108
Internet: http://www.jm.com
MICHAEL MOONEY
CIVIL ENGINEER ,
RCE 20647
Job Number .101-11204 Page I
Job Name Lot I I/Malamar Const
AP#
Date 12-18-01
Analysis UBC 1997
Dead Loads Live loads
Roof
Comp roof 6.0
1/2" plywood 1.5
Trusses 4
Insulation 1
1/27 Gyp 2.5 15 psf. 16 psf.
Wall
Stucco 10.0
Plywood 2.5
Framing 1.5
1/2 gyp 2.5
Insulation 1.0 17 psf:
Floor
Plywood 3.0
Framing 2.0
Insulation 1.0 8 psf 40 psf.
Wind Loads
P = Ce Cq q I. where
Exposure B
Ce = .0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 .psf @ 75 mph
0.67 @ 20 feet 0.7 out leeward roof. I = 1
0.72 @ 25 feet 0.8 in windward wall
0.76-@ 30 feet 0.5. out leeward wall
Seismic
V=2.5CaIW%1.4R FESSI
Ca=0.36,I=1,R=5-.5/4:5
Soil Bearing
1500 pounds per square foot 47
Friction = 0.35
Lateral bearing = 250 psf/ft..
Czl �.�ru�t ►3;`i+����s U� ���
Ce
Cq
q
I
P
0.62
0.3
14.5
1
2.70
0-15
8.99
0.67
0.3
14.5
1
2.91
15-20
9.72
0.72
0.3
14.5
1
3.13
20-25'
WINDWARD ROOF
10.44
0.76
0.3
14.5
1
3.31
25-30
11.02
0.84
0.3
14.5
1
3.65
30-40
12.18
0.62
0.7
14.5
1
6.29
0-15
0.67
0.7
14.5
1
6.80
15-20
0.72
0.7
14.5
1.
7.31
.20-25
LEEWARD ROOF
0.76
0.7
14.5
1
7.71
25-30
0.84.
0.7
14.5
1
8.53
30-40
0.62
0.8
14.5
1
7.19
0-15
11.69
0.67
0.8
14.5
1
7.77
15-20
12.63
0.72
0.8
14.5
1
8.35
20-25
WINDWARD WALL
13.57
0.76
0.8
14.5
1
8.82
25-30
14.33
.0.84
0.8
14.5
1
9.74
30-40
15.83
0.62
0.5
14.5
1
4.50
0-15
0.67
0.5
14.5
1
4.86
15-20
0.72
0.5
14.5
1
5.22
20-25
LEEWARD WALL
0.76
0.5
14.5
1
5.51
25-
0.84
0.5
14.5
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6.09
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MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647
MICHAEL MOONEY
- CIVIL ENGINEER RCE 20647
5A MADRONE AVE
OROVILLE, CA 95966
530-533-2131
.
Date: 12/78/01
Page:
GENERAL TIMBER BEAM DESIGN
BEAM DATA
SPAN DATA
Timber Section
End Fixity
Pin:Pin
Center Span
=
5.00 ft
Beam Width = 3.500 in
Elastic Modulus = 1600000 psi
Left Cantilever
=
•0.00 ft
Beam, Depth = 11.25 in
Beam Density =
35.0 pcf
Right Cantilever;
=
0.00 ft ,
Lamination Thickness - 0.00 in
Load Duration Factor =
1.25
UNBRACED LENGTHS
Fb - Bending = 875 psi
Beam Wt. is Added to Loads
Le• : Center Span
=
2.00 ft
Fv - Shear 95 psi.
End Shear Calc'd at Support
Le : Left Cant..
=
0.00 ft
Fc - Bearing = 650 psi
Le : Right Cant.
=
0.00 ft
APPLIED LOADS
Point.Load:"DL = 472.0 # LL = 444.0 # at
2.00 ft
Point Load: DL = 472.0 # LL = 444.0 # at
4.00 ft
SUMMARY
USING 3.500 x 11.250 Beam, Bending= 20.19%, Shear = 36.03%
• Max. Pos Mom @ 2:00 ft = 1'.49 k -ft
Shear: Max. @ Left' =
0.76 k
Reactions...
DL Maximum
Max. Neg Mom @ 5.00 ft= 0.00 k -ft
....used for dsgn =
1.14 k
Left
= 0.40 k
0.76 k
Max @ Left = 0.00 k -ft
....Area Req'd . =
9.56 in2
Right
0.59 k
.1.12 k
Max @ Right = 0.00 k -ft
Max. @ Right =
112 k
Max. Allow Moment = 7.40 k -ft
....used for dsgn =
1.68 k
Deflections...
fb : Max. Actual = 242.9 psi
....Area Req'd =
14.19 in2
Center
= -0.01 in
-0.01 in.
Fb : Allowable = 1203.1 psi
fv : Max. Actual =
42.79 psi
....Dist
= 2.52 ft
2.520 ft
Fv : Allowable =
118.8 psi
...L/Defl
= 11914
6261
Ck = .811(E/Fb)'.5' = 31.02
Left
= 0.00 in
0.000 in
Cs = (LeD/B'2)'.5 _ 6.71
Bearing Req'd @ Left =
0.33 in
...L/Defy
= 0
0
Cv per -UBC 2312.4.5 = 1.10
Bearing Req'd @ Right =
0.49 in
Right
= 0.00 in
0.000 in
...L/Deft
_ 0
0
N
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JI
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' I 4 1111
i
V4.4C7 (c) 1983-96ENERCALC
MICHAEL MOONEY, KW -0601576
r
MICHAEL MOONEY
CIVIL ENGINEER RCE 20647
5A MADRONE AVE
OROVILLE, CA 95966
530-533-2131
Date: 12/18/01 Page:
GENERAL TIMBER BEAM DESIGN
V4.4C1 (c) 1983-96 ENERCALC
BEAM DATA
SPAN DATA
Timber Section
End Fixity
Pin:Pin
Center Span
=
5.00 ft'
Beam Width _
3.500 in
Elastic Modulus = 1600000 psi
Left Cantilever
=
0.00 ft'
Beam Depth _
11.25 in
Beam Density =
35.0 pcf
Right Cantilever
=
0.00 ft
Lamination Thickness
0.00 in
Load Duration Factor. =
1.25
UNBRACED LENGTHS
Fb - Bending =
875 psi
Beam Wt. is Added to Loads
Le : Center Span
=
2.00 ft
Fv.- Shear
95 psi
End Shear,Calc'd at,Support
Le : Left Cant.
=
0.00 ft
Fc - Bearing =
650 psi
Le : Right Cant.
=
0.00 ft
APPLIED. LOADS
„
Point Load: DL = 574.0 # LL = 541.0 # at, 0.17 ft
Point Load: DL = 574.0 # LL = 541.0 # at 2.17 ft
Point Load: DL = 574.0 # LL ='541.0 # at 4.17 ft
SUMMARY
USING 3.500 x 11.250 Beam, Bending = 25.73%,
Shear = 61.50%
Max. Pos Mom @ 2.18 ft=
1.90 k -ft ',
Shear: Max. @' Left -
1.92 k
Reactions...
DL Maximum
Max. Neg Mom @ 5.00 ft=
0.00 k -ft
....used for dsgn
2.88 k
Left =
1.00 k
1.92 k.
Max @ Left =
0.00 k -ft
....Area Req'd =
24.22 in2
Right =
0.77 k
1.48 k
Max @ Right =
0.00 k -ft
Max. @Right
1.48 k
Max. Allow Moment =
7.40 k -ft
....used for dsgn
2.21 k
Deflections...
fb : Max. Actual =
309.5 psi
....Area Req'd _
18.64 in2
Center =
-0.01 in
-0.01 in
Fb : Allowable =
1203.1 psi
fv : Max. Actual =
73.04 psi
....Dist =
2.50 ft
2.500 ft
Fv : Allowable =
118.8 psi
...L/Deft =
9595
5018
Ck = .811(E/Fb)-.5 =
31.02
Left =
. 0.00 in
0.000 in
Cs = (LeD/B'2)'.5 =
6.71
Bearing Req'd @ Left =
0.84 in
...L/Defl. =
0
0
Cv per UBC 2312.4.5 =
1.10
Bearing Req'd @ Right =
0.65 in
Right =
0.00 in
0.000 in
...L/Deft
0
0.
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' Footing Design 197 Uniform Building Code
01 NDS)1 Ver: 5.03
By:- Larry J Warner AIA CSI , AEC Group on:
05-16-2001: 11:32:39 AM
Proiect: SPENCER - Location: FTG-COL-CB-2
'
Summary:
Footing Size: 1.0 FT x 1.67 FT x 12.00 IN
" Footing has been designed without reinforcement
-
Footing Loads:
Live Load:
PL=
1203
LB
Dead Load:
PD=
910
LB
Total Load:
PT=
2113
LB
Ultimate Factored Load:
Pu=
3319
LB
Footing Properties: , t -
- t
Allowable Soil Bearing Pressure:
• ,
Qs=
1500
PSF
Concrete Compressive Strength: t
F'c=
2500
PSI
Footing Size:
Width:
W=
1.0
FT
Length:
L=
1.67
FT
Depth:
Depth=
12.00
IN
Effective Concrete Depth:
d=
10.00
IN
Column and Baseplate Size:
Column Type:
(Wood)
Column Width:
m=
3.50
IN
Column Depth: '
+ n=
.3.50
IN
Bearing Calculations:
Ultimate Bearing Pressure:
Qu=
1265
PSF
Effective Allowable Soil Bearing Pressure:(With Increase)
Qe=
1350
PSF
Required Footing Area:
Areq=
1.57
SF
Area Provided:
A=
1.67
SF
Baseplate Bearing:
Bearing Required:
' ` " Bearing=
3319
LB
Allowable Bearing:
Bearing-Allow=
33841
LB
Beam Shear Calculations (One Way Shear):
Beam Shear:--
Vu1=
3
LB
Allowable Beam Shear:
vC1=
5200
LB
Punching Shear Calculations (Two way shear):
Critical Perimeter:
Bo=
24.00
IN
Punching Shear:
Vu2=
1083
LB
Allowable Punching Shear:
vc2=
20748
LB
Bending Calculations (Long Direction):
r
Factored Moment:
Mu-Ion iq=
8314
IN-LB
Nominal Moment Strength:
Mn-long=
32500
IN-LB
Bending Calculations (Short Direction):
Factored Moment:•
Mu-short=
4979.
IN-LB
Nominal Moment Strength:'
Mn-short=
54275,
• IN-LB
y
MICHAEL MOONEY
1
CIVIL ENGINEER
;
RCE 20647
Job Number 101-11204
Page 1 j
V7
Job Name Lot I I/MalamConk
ar Con
AP#
Date 12-18-01
Analysis UBC 1997
Dead Loads Live loads
Roof
Comp roof 6.0
1/2" plywood 1.5
Trusses 4
Insulation 1
1/2" Gyp 2.5 15 psf. 16 psf,
Wall R 4
Stucco 10.0
Plywood , 2.5
Framing 1.5
1/2 gyp 2.5
Insulation 1.0 17 psf.
Floor
Plywood 3.0
Framing 2.0
Insulation. 1.0 8 psf
40 psf.
Wind -Loads
P = Ce Cq q I where .
Exposure B
Ce = 0.62,@ 15 feet . Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph
0.67 @ 20 feet 0.7 out leeward roof 1=1
0.72 @ 25 feet .0.8 in windward wall
0.76 @ 30 feet 0.5 out leeward wall
'
Seismic s
V=2.5CaIW/IAA .: P90FE
Ca=0.36,I=1,R=5.5/4.5
Soil Bearing
1500 pounds per square foot
Friction.= 0.35��z8
Lateral bearing = 250 psf/ft. 9j�, /VIL
of
P d®TTS ®N
SUILDiNG DEPARTMEW
CALIV.Qj
APPROYFMQ
.:�.
' Z/22/0 2,
•� � �_ _ � a 33.4 - •
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Ai oat, t
r _ .
LJ! , l._ 14...E
` Ch) LKi-:Eekt A -,,j k-uq as ffil
Luigi
Ce
gs
I
P
0.62-
0.3
14.5
1
2.70
0-15
8.99
0.67
0.3
14.5
1
2.91
15-20
9.72
0.72
0.3
14.5
1
3.13
20-25
WINDWARD ROOF
10.44
0.76
0.3
14.5
1
3.31
25-30
11.02
0.84
D.3
14.5
1
3.65
30-40
12.18
0.62
0.7
14.5
1
6.29
0-15
0.67
0.7
14.5
1
6.80
15-20
0.72
0.7
14.5
1
7.31
20-25
LEEWARD ROOF
0.76
0.7
14.5
1
7.71
25-30
0.84.
0.7
14.5
1
8.53
30-40
0.62
0.8
14.5
1
7.19
0-15
11.69
0.67
0.8
14.5
1
7.77
15-20
12.63
0.72
0.8
14.5
1
8.35
20-25
WINDWARD -WALL
13.57
0.76
0.8'
14.5
1
8.82
.25-30
14.33
.0.84
0.8
14.5
1
9.74
30-40
15.83
0.62
0.5
14.5
1
4.50
0-15
0.67
0.5
14.5
1
4.86
15-20
0.72
0.5
14.5
1
5.22
-20-25
LEEWARD WALL
0.76
0.5
14.5-
1-
5.51
25-30
0.84
0.5
14.5
1
6.09
30-40
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. ' MICHAEL MOONEY
CIVIL ENGINEER
"
RCE 20647
Job Number 101-'11 204.. '
Page I
' Job Name Lot 11 /Malamar Const.,
AP#
Date 12-18-01
Analysis UBC 1997
Dead Loads Live loads
Roof
Comp roof 6.0
1/2" plywood 1.5
Trusses 4
Insulation 1
1/2" Gyp 2.5 15 psf. 16 psf:
'Wall
Stucco 10.0 a•'
Plywood 2.5
,
Framing 1.5
1/2 gyp 2.5
Insulation I:0 17 psf.
Floor
Plywood 3.0
Fiaming 2.0
Insulation 1.0 8 psf
40 psf,
Wind Loads
P.= Ce Cg q I where
. Exposure B
Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph
0.67 @ 20 feet 0.7 out .leeward roof
0.72 @ 25 feet '0..8 in windward wall '
. 0.76 @ 30 feet 0.5 out leeward wall ,
Seismic
V=2.5CaIW/1.4R
Ca=0.36,I=1,R=5.5/4.5 �QROFE
Soil Bearing
1500 pounds per square foot
Friction = 0:35
Lateral bearing = 250psf/ft.
`
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4
I
MICHAEL MOONEY
` CIVIL ENGINEER RCE 20647.
5A MADRONE'AVE
OROVILLE, CA 95966
530-533-2131
Date: 12/18/01 Page:
GENERAL TIMBER BEAM DESIGN
%
BEAM DATA
SPAN DATA
Timber Section
Erid Fixity
Pin:Pin
Center Span
=
5.00 ft
Beam Width =
3.500 in
Elastic Modulus = 1600000 psi
Left Cantilever
=
0.00 ft
Beam Depth =
11.25 in
Beam Density =
35.0 pcf
Right Cantilever
=
0.00 ft
Lamination Thickness =
0.00 in
Load Duration Factor _
1.25
UNBRACED LENGTHS
Fb - Bending
875 psi
Beam Wt. is Added to Loads
Le : Center Span
2.00 ft
Fv - Shear =
95 psi
End Shear Calc'd at Support
Le : Left Cant.
_
0.00 ft
Fc - Bearing =
650 psi
Le : Right Cant.
=
0.00 ft
APPLIED LOADS
Point Load: DL = 472.0 # LL = 444.0 # at 2.00 ft
Point Load: DL = 472.0 # LL = 444.0 # at 4.00 ft
SUMMARY
USING 3.500 x 11.250 Beam, Bending = 20.19%, Shear = 36.03%
Max. Pos Mom @ 2.00 ft=
1.49 k -ft
Shear: Max. @ Left =
0.76 k
Reactions...
DL Maximum
Max. Neg Mom @ 5.00 ft=
0.00 k -ft
....used. for dsgn =
1.14 k
Left
= 0.40 k
0.76 k
Max @ Left =
0.00 k -ft
....Area Req'd =
9.56 in2
Right
= 0.59 k
1.12 k
Max @ Right =
0.00 k -ft
Max. @ Right =
1.12 k
Max. Allow -Moment -
7.40 k -ft .
....used for dsgn =
1.68 k
Deflections...
fb : Max. Actual =
242.9 psi
....Area Req'd =
14.19 int
Center
= -0.01 in
-0.01 in
Fb : Allowable =
1203.1 psi
fv : Max. Actual =
42.79 psi
...Dist
= 2.52 ft
2.520 ft
Fv : Allowable
118.8 psi
...L/Defl
= 11914
6261
• Ck = .811(E/Fb)-.5 =
31.02
Left
= 0.00 in
0.000 in
Cs = (LeD/B'2)'.5 =
6.71
Bearing Req'd @ Left =
.,0.33 in
...L/Defl
= 0
0
Cv per UBC 2312.4.5. =
1.10
Bearing Req'd @ Right =
0.49 in
Right
= 0.00 in
0.000 in
'
...L/Defl
- 0
0
N
NIt
V Fir,
i
V4.4C1 (c).1983-9.6 ENERCALC
MICHAEL MOONEY, KW -0601576
w MICHAEL MOONEY .
CIVIL ENGINEER RCE 20647
5A MADRONE AVE
OROVILLE, CA 95966
530-533-2131
GENERAL TIMBER BEAM DESIGN
Date: 12/18/01
Page:
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
BEAM DATA
1
SPAN DATA
Timber Section
T
End Fixity
Pin:Pin
Center Span
=
5.00 ft
Beam Width =
3.500 in
Elastic Modulus 1600000 psi
Left Cantilever
=
0.00 ft
Beam Depth =
11.25 in
Beam Density =
35.0 pcf
Right Cantilever
=
0.00 ft
Lamination Thickness =
0.00 in
"Load Duration Factor =
1.25
UNBRACED LENGTHS
Fb - Bending =
875 psi
Beam Wt. is Added to Loads
Le : Center Span
=
2.00 ft
Fv - Shear =
95 psi
End Shear Calc'd at Support
Le : Left Cant.
=
0.00 ft
Fc Bearing =
650 psi
Le : Right Cant..
=
0.00 ft
APPLIED LOADS
Point Load: DL = 574.0 # LL = 541.0 # at 0.17 ft
Point Load: DL = 574:0 # LL = 541.0 # at. 2.17 ft
Point Load: DL = 574.0 # LL = 541.0 # at 4.17 ft
SUMMARY
USING 3.500 x 11.250 Beam,
Bending = 25.73%,
Shear = 61.50%
Max. Pos Mom @ 2.18 ft=
1.90 k -ft
Shear: Max. @ Left . =
1.92 k
Reactions...
DL Maximum
Max. Neg Mom @ 5.00 ft=
0.00 k -ft
....used for dsgn =
2.88 k
Left =
1.00 k
1.92 k
Max @ Left =
-0.00 k -ft
....Area Req'd = -
24.22 in2
Right =
' 0.77 k
1.48 k
Max @ Right =
0.00 k -ft
Max. @ Right =
1.48 k
Max. Allow Moment =
7.40 k -ft
....used for dsgn
2.21 k
Deflections...
fb : Max. Actual =
309.5 psi
....Area Req'd =
18.64 in2
Center =
-0.01 in
-0.01 in
Fb : Allowable =
1203.1 psi
fv : Max. Actual =
73.04 psi
....Dist =
2.50 ft
2.500 ft
Fv : Allowable =
118.8 psi
...L/Dell =
9595
5018
Ck = .811(E/Fb)'.5 =
31.02
Left =
0.00 in
0.000 in
Cs _ (LeD/B'2)'.5 =
6.71
Bearing Req'd @ Left =
0.84 in
...L/Defl =
0
0
Cv per UBC 2312.4.5 =
1.10
Bearing Req'd @ Right =
0.65 in
Right =
0.00 in
0.000 in
...L/Defl =
0
0
ef-
• 11 1 - 11 11
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V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
1
1
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1
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V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL M OONEY
5A MADRONE A VE. .
CIVIL ENGINEER
OROVILLE, CA 95966
RCE 20647
(916) 533-2131
Butte County December.
18, 2001
Development Services Department
-Building Division
7 County Center Drive
Oroville, CA 95.965 ,
Re: Truss calculations
;
Lot 11/Malamar Const.
I have reviewed the truss.calculations for
this job. My.review
includes identifying and locatiloads in excess
ng
of 3000 pounds.
Where inadequate, foundation-elements,have been
revised to reflect a
maximum design bearing load of 15.00 pounds per
square foot.. -
Thank you for your consideration and patience.
Yours,
SION
•
oe o Fac•
A
Mi e
My e x s 9-30-015-
Q}
OF CP��F
?
—
,rye
• _
. . . i - v ,f ,kh ,. Ka '. � \,a-a'�',; L ,,."„^ _ . '., +.
• ••moi°
CERTIFICATE OF COMPLIANCE.: RESIDENTIAL Page 1 CF -1R
----------------
----------------------------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15::07:18
Project Address........ LOT #11 ROSEMEL CT.'******* ---------------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan.Check / Date
Berry Creek, CA. 95916
530-589-4102 Field Check/ Date
Climate Zone............ 11 ---------------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
-------------------------------------------------------------------------------
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
GENERAL INFORMATION
-------------------
Conditioned Floor Area..... 1668 sf
Building Type............ . Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 135 deg (SE)
Number of Dwelling Units... '1
Number of Stories.......... 1
Floor Construction Type...'. Raised Floor
Glazing Percentage......... 15.3 o of floor area
Average Glazing U -factor... 0.39 Btu/hr-sf-F
Average Glazing SHGC....... 0.54
Average Ceiling Height...... 9.4 ft
BUILDING SHELL INSULATION
Component
Frame Cavity Sheathing
Total
Assembly
Type
Type
R -value
R -value
R -value
U -factor Location/Comments
Wall
Wood
R-15
R-0
R-15
0.081
Roof
Wood
R-11
R-27
R-38
0.025 Attic
Floor
Wood
R-19
9-0
R-19
0.037
Door
n/a
R-0
R-n/a
R-0
0.330 FRONT DOOR, TO GARAGE
FENESTRATION
Over -
Area U-
Exterior
hang/
Orientation
(sf) Factor
SHGC
Shading
Fins
Location/Comments
----------------
Wind
Front
(SE)
----- ------
22.5 0.400-
------
0.530
--------
Standard
-----
None
--------------------------
Vinyl/Slider/LOWE/SC=0.88
Wind
Front
(SE)
7.5 0.370
0.550
Standard'None
Vinyl/Fixed/LOWE/SC=0.88
Wind
Front
(SE)
25.0 0.400
0.530
Standard
Yes
Vinyl/Slider/LOWS/SC=0.88
Wind
Front
(SE)
5.0 0.370
0.550
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Wind
Front
(SE)
5.0 0.370
0.550
Standard'None
Vinyl/Fixed/LOWE/SC=0.88
Wind
Front
(SE)
7.5 0.370
0.550
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Wind
Left
(SW)
14.0 0.400
0.530
Standard
None-
Vinyl/Slider/LOWE/SC=0.88
Wind
Left.
(SW)
4.0 0.370
0.550
Standard
None
Vinyl/Fixed/LOWE/SC=0.88
Wind
Left
(SW)
8.0 0.370
0.550
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Door
Back
(NW)
40.0 0.400
0.530
Standard
Yes
Vinyl/Slider/LOWE/SC=0.88
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R
----------------------------------------------------------------- -
Project Title.......... MALAMAR CONST._#11- . Date..12/23/01 15:07:18
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User-Barry'Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
Equipment
Type
------------
Furnace
ACPackage
Tank Type.
------------
Storage
Minimum
Efficiency
------------
0.800 AFUE
10.00 SEER
Heater Type
Gas .
Location/Comments
Vinyl/Slider/LOWE/'SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
HVAC SYSTEMS
------------
Refrigerant Tested ACOA
Charge and Duct Duct Duct Manual
Airflow Location R -value Leakage. D
------- ----------- ------- ------- ------
n/a Crawlspace R-4.2 No No
No Crawlspace R-4.2 No No
WATER HEATING SYSTEMS
---------------------
Number
in
Distribution Type System
Standard 1
Tank
Energy Size
Factor (gal)
0.62 40
Thermostat
Type
Setback
Setback
External
Insulation
R -value
R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Duct Location.
This building incorporates Ducts in a Crawlspace or Basement Location.
All supply registers must be within 2 ft of floor.
HERS REQUIRED VERIFICATION
--------------------------
*** Items in this section require field testing and/or ***
*** verification by a certified home energy rater under ***
*** the supervision of a CEC-approved HERS provider using ***
FENESTRATION
------------
Over-
Area
U-
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Fins
------------
Wind
Back
- ---
(NW)
-----
25.0
------
0.400
------
0.530
--------
Standard
-----
Yes
Wind
Back
(NW)
5.0
0.370
0.550
Standard
Yes
Wind
Back
(NW)
25.0
0.400
0.530
Standard
Yes
Wind
Back
(NW)
5.0
0.370
0.550
Standard
Yes
Wind
Back
(NW)
16.0
0.370
0.550
Standard
Yes
Wind
Back
(NW)
27.0
0.400
0.530
Standard
Yes
Wind
Right
(NE)
8.0
0.370
0.550
Standard
Yes
Wind
Right
(NE)
6.0
0.400
0.530
Standard
None
Equipment
Type
------------
Furnace
ACPackage
Tank Type.
------------
Storage
Minimum
Efficiency
------------
0.800 AFUE
10.00 SEER
Heater Type
Gas .
Location/Comments
Vinyl/Slider/LOWE/'SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
HVAC SYSTEMS
------------
Refrigerant Tested ACOA
Charge and Duct Duct Duct Manual
Airflow Location R -value Leakage. D
------- ----------- ------- ------- ------
n/a Crawlspace R-4.2 No No
No Crawlspace R-4.2 No No
WATER HEATING SYSTEMS
---------------------
Number
in
Distribution Type System
Standard 1
Tank
Energy Size
Factor (gal)
0.62 40
Thermostat
Type
Setback
Setback
External
Insulation
R -value
R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Duct Location.
This building incorporates Ducts in a Crawlspace or Basement Location.
All supply registers must be within 2 ft of floor.
HERS REQUIRED VERIFICATION
--------------------------
*** Items in this section require field testing and/or ***
*** verification by a certified home energy rater under ***
*** the supervision of a CEC-approved HERS provider using ***
I
.CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
------------------------ ---------------------------------------------
Project Title.......... MALAMAR CONST. #11� Date..12/23/01 15:'07:18
-------------------------------------------------------------------------------
MICROPAS6 v6.01 File-MALMAR11 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR•#11
-------------------------------------------------------------------------------
HERS REQUIRED VERIFICATION
--------------------------
*** CEC approved testing and/or verification methods.and ***
*** must be reported on the CF -6R installation certificate. ***
This building incorporates non-standard Duct Location.
This building incorporates Ducts in a Crawlspace or Basement Location. The
local enforcement agency may waive HERS verification for these locations.
REMARKS
I 7.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL .Page 4 CF -1R
-
Project-Title.-._.-.--MALAMAR CONST. -#11-- --_ Date..12/23/01,15:07:18,
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM CF -1R
I User#-MP2246 User-Barry.Rubanoff Run-MALAMAR.#11,`
COMPLIANCE STATEMENT
This certificate of compliance lists the,buildingfeatures.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.ha's been"signed by the individual with
overall. design responsibility.' When,thi°s`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
Modeling Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR #
Name ... MALCOLM HALL Name:— Barry Rubanoff F
'Company. MALAMAR CONST_., Company. Barry Rubanoff
Address Address. P.O.,Box 1123
Berry Creek, CA. 95916 '
Phone. Phone?''. 530=589-4102, j
License: s '.
Signed.. Signed.'..
_(date) : (date)
ENFORCEMENT •AGENCY ,
Name..
Title...
Agency.
Phone
Signed..
(date): '.
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R
-------------------------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15:07:18
Project Address........ LOT #11 ROSEMEL CT. ******* ---------------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone...... ... 11 ---------------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
-------------------------------------------------------------------------------
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM MF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
Note: 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
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 wood framed walls or
equivalent U -factor in metal frame walls (does not apply
to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors.
150(1): Slab edge insulation - water absorption rate no greater
than 0.30, water vapor transmission rate no greater than 2.0
perm/inch.
118 Insulation specified or installed meets insulation quality
standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiltration/
Exfiltration Controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have
label with certified U -factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification.
3. 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 Commission 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
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15:07:18
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM MF -1R
I User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
Design- Enforce-
er ment
110-113: HVAC equipment, water heaters, showerheads and
(/
faucets certified by the Commission.
l�
150(h): Heating and/or cooling loads calculated in accordance
with ASHRAE, SMACNA or ACOA.
�!
150(i): Setback thermostat on all applicable heating and/or
cooling systems.
150(j): Pipe and Tank insulation
1. Storage gas water heaters rated with an Energy Factor
less than 0.58 must be externally wrapped with insulation
having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. Back-up tanks for solar system, unfired storage tanks, or
other indirect hot water tanks have R-12 external
insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating
sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect
hot water tank.
*150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and in-
sulated, to meet the requirements of the 1998 CMC sectons
601, 603, and 604, and standard 6-3; ducts insulated to a
minimum installed level of R-4.2 or enclosed entirely
in conditioned space. Openings shall be sealed
with mastic, tape, aerosol sealant, or other duct -closure
system that meets the applicable requirements of UL181,
UL181A, or UL181B. If mastic or tape is used to seal openings
greater than 1/4 inch, the combination of mastic and either
mesh
or tape shall be used. Building cavities shall not be used
for
conveying conditioned air. Joints and seams of duct systems
and
their components shall not be sealed with cloth back rubber
addhesive duct tapes unless such tape is used in combination with
mastic and drawbands.
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
MANDATORY MEASURES CHECKLIST: RESIDENTIAL i Page 7 MF -1R
----- -------------------------------------------------------------------
Project Title.......:.. MALAMAR CONST. #11 Date..12/23/01 15:07:18
7 -----
MICROPAS6 v6.01 File-MALMARil Wth-CTZ11S92 Program -FORM MF -1R
User#-MP2246 User-Barry,Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
resistance heating and no pilot light.
2. System is installed with:
a. At least 36 inches of pipe between.filter and heater
for future solar heating.
b. Cover for outdoor pools or outdoor -spas.
3. Pool system has directional inlets and'a circulation
pump time switch.
115: Gas-fired central•furnaces, pool heaters, spa heaters or
household cooking appliances have no continuously burning
pilot light (Exception: Non -electrical cooking appliances
with pilot < 150 Btu/hr).
LIGHTING MEASURES
-----------------
150(k)1: Luminaires for general.lighting in kitchens shall
have lamps with an efficacy of 40 lumens/watt or greater
for general lighting in kitchens. This general lighting.
shall be_controlled by a switch on a readily,accessible
lighting control panel at an entrance to the kitchen.
150(k)2: Rooms with a shower or bathtub must have either at
least one luminaire with lamps with an efficacy of 40
lumens/watt or greater switched at the entrance to the
room or one of the alternatives to this requirement
allowed in Sec...150(k)2.; and recessed ceiling fixtures
are IC (insulation cover) approved.
Design- Enforce-
er ment
COMPUTER METHOD SUMMARY Page 8 C -2R
Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15:07:18
Project Address........ LOT #11 ROSEMEL CT. ******* ------ ---------------
OROVILLE, CA. 95966, *v6.01*
Documentation Author... Barry Rubanoff ******* Building_ Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance'Method...... MICROPAS6 x6.01 for 2001 Standards by Enercomp,.Inc..
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
MICROPAS6 ENERGY USE SUMMARY
= Energy Use
Standard
Proposed
Compliance =
_ (kBtu/sf-yr)
Design
Design
Margin _
= Space Heating. ........
15:65
14.53
1.12 =
= Space Cooling.......:..
14.71
17.84
-3.13 =
= Water Heating..........
14.66
12.31
2.35 =
= Total
45:02
44.68
0.34 =
_ *** Building complies
----------------
with Computer
Performance
GENERAL INFORMATION
Conditioned Floor Area:.... 1668 sf
Building Type ............... Single Family'Detached
Construction Type New
Building Front Orientation. Front Facing 135 deg (SE)
Number of Dwelling Units... 1
Number of Building Stories. 1
Weather Data Type.......... ReducedYear
Floor Construction Type.... Raised Floor
Number of Building Zones.:. 1
Conditioned Volume......... 15681'cf
Slab -On -Grade Area.....'. .. 0 sf .
Glazing Percentage......... 15.3 % of floor area
Average Glazing U -factor... 0.39 Btu/hr-sf=F
Average Glazing SHGC......... 0.54
Average Ceiling -Height...... 9.4 ft `
COMPUTER METHOD SUMMARY Page 9 C -2R
------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15:07:18
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
--------------------------------------------------------------------------------
Zone Type
--------------
HOUSE
Residence
Surface
--------------
HOUSE
1
Wall
2
Wall
3
Wall
4
Wall
5
Wall
6
Wall
7
Wall
8
Roof
9
Roof
10
Floor
it
Door
12
Door
Orientation
BUILDING ZONE
-------------------------
INFORMATION
Floor
1
# of
Front
(SE)
2
Vent
Vent Air
Area
Volume
Dwell
Cond-
(SE)
Thermostat Height
Area Leakage
(sf)
-----
(cf)
-------
Units
-----
itioned
----=--
Front
Type (ft)
----------- -----
(sf) Credit
-------- ---------
1668
15681
1.00
Yes
Wind
Setback 2.0
Standard No
8
Wind
OPAQUE SURFACES
(SW)
9
Area
U-
---------------
Insul
Act .
Door
Solar
Form 3
Location/
(sf)
--
factor
-----
R-val
-----
Azm Tilt
--- ----
Wind
Gains
-----
Reference
------------
Comments
----------------
252
0.081
15
135
90
Yes
W.15.2X4.16
15
213
0.081
15
135
90
No
W.15.2X4.16
307
0.081
15
225
90
Yes
W.15.2X4.16
40
0.081
15
225
90
No
W.15.2X4.16
379
0.081
15
315
90
Yes
W.15.2X4.16
319
0.081
15
45
90
Yes
W.15.2X4.16
40
0.081
15
45
90
No
W.15.2X4.16
1300
0.025
38
n/a
0
Yes
R.38.2X4.24
Attic
368
0.025
38
135
16
Yes
R.38.2X4.24
Attic
1668
0.037
19
n/a
0
No
FC.19.2X6.16
20
0.330
0
135
90
Yes
None
FRONT DOOR -
18
0.330
0
135
90
No
None
TO GARAGE
Orientation
------------------
HOUSE
1
Wind
Front
(SE)
2
Wind
Front
(SE)
3
Wind
Front
(SE)
4
Wind
Front
(SE)
5
Wind
Front
(SE)
6
Wind
Front
(SE)
7
Wind
Left
(SW)
8
Wind
Left
(SW)
9
Wind
Left
(SW)
10
Door
Back
(NW),
11
Wind
Back
(NW)
12
Wind
Back
(NW)
13
Wind
Back
(NW)
14
Wind
Back
(NW)
15
Wind
Back
(NW)
FENESTRATION SURFACES
---------------------
Exterior
Area U- Act Shade
(sf) factor SHGC Azm Tilt Type
Location/Comments
----------------
22.5 0.400 0.530 135 90 Standard Vinyl/Slider/LOWE/SC=0.8
7.5 0.370 0.550 135 90 Standard Vinyl/Fixed/LOWS/SC=0.88
25.0 0.400.0.530 135 90 Standard Vinyl/Slider/LOWS/SC=0.8
5.0 0.370 0.550 135 .90 Standard Vinyl/Fixed/LOWS/SC=0.88
5.0 0.370 0.550 135 90 Standard Vinyl/Fixed/LOWE/SC=0.88
7.5 0.370 0.550 135 90 Standard Vinyl/Fixed/LOWE/SC=0.88
14.0 0.400 0.530 225 90 Standard Vinyl/Slider/LOWE/SC=0..8
4.0 0.370 0.550 225 90 Standard Vinyl/Fixed/LOWE/SC=0.88
8.0 0.370 0.550 225 90 Standard Vinyl/Fixed/LOWE/SC=0.88
40.0 0.400 0.530 315 90 Standard Vinyl/Slider/LOWE/SC=0.8
25.0 0.400 0.530 315 90 Standard Vinyl/Slider/LOWE/SC=0.8
5.0 0.370 0.550.315 90 Standard Vinyl/Fixed/LOWE/SC=0.88.
25.0 0.400 0.530 315 90 Standard Vinyl/Slider/LOWE/SC=0.8
5.0 0.370 0.550 315 90 Standard Vinyl/Fixed/LOWE/SC=0.88
16.0 0.370 0.550 315 90 Standard Vinyl/Fixed/LOWE/SC=0.88
COMPUTER METHOD SUMMARY Page 10 C -2R
---------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15:07:18
-----------------------------======== --------- ________________________________
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
FENESTRATION SURFACES
OVERHANGS AND SIDE FINS
External
Size
---Window--
------Overhang-----
Exterior
---Right
Fin--
Area
U-
Act
Shade
Orientation
------------------
(sf)
-----
factor SHGC
----- -----
Azm
Tilt
Type
Location/Comments
16 Wind Back (NW)
27.0
0.400 0.530
---
315
----
90
--------
Standard
------------------------
Vinyl/Slider/LOWE/SC=0.8
17 Wind Right (NE)
8.0
0.370 0.550
45
90
Standard
Vinyl/Fixed/LOWE/SC=0.88
18 Wind Right (NE)
6.0
0.400 0.530
45
90
Standard
Vinyl/Slider/LOWE/SC=0.8
OVERHANGS AND SIDE FINS
System
Type
-------------
HOUSE
Furnace
ACPackage
Tank Type
------------
1 Storage
HVAC SYSTEMS
------------
Refrigerant Tested ACOA
Minimum Charge and Duct Duct Duct Manual Duct
Efficiency Airflow Location ..R -value Leakage D Eff
------------------------ ----
0.800 AFUE n/a Crawlspace R-4.2 No
10.00 SEER No Crawlspace R-4.2 No
WATER HEATING SYSTEMS
---------------------
Number
in Energy
Heater Type Distribution Type System Factor
--------- ------------------- ------ --------
Gas Standard 1 0.62
No 0.743
No 0.674-
Tank
.674
Tank
External
Size
---Window--
------Overhang-----
---Left Fin---
---Right
Fin--
Area
Left
Rght
Surface
-----------
(sf)
-----
Wdth
Hgth
Dpth,Hght
Ext
Ext
Ext
Dpth
Hght
Ext
Dpth
Hght
HOUSE
-----
-----
----
----
----
----
----
----
----
----
----
----
3
Window
25.0
5.0
5.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
4
Window
5.0
5.0
1.0
1.5
0.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
6
Window
7.5
3.0
2.5
8.0
1.0
n/a
n/a_
n/a
n/a
n/a
n/a
n/a
n/a
9
Window
8.0
2.0
4.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
10
Door
40.0
6.0
6.67
6.0
2.25
n/a
n/a-
n/a
n/a
n/a
n/a
n/a
n/a
11
Window
25.0
5.0
5.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
12
Window
5.0
5.0
1.0
1.5
0.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
13
Window
25.0
5.0.
5.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
14
Window
5.0
5.0
1.0
1.5
0.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
15
Window
16.0
4.0
4.0
0.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
16
Window
27.0
6.0
4.5
1.5
1.37
n/a
n/a,
n/a
n/a
n/a
n/a
n/a
n/a
17
Window
8.0
2.0
4.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a.
n/a
System
Type
-------------
HOUSE
Furnace
ACPackage
Tank Type
------------
1 Storage
HVAC SYSTEMS
------------
Refrigerant Tested ACOA
Minimum Charge and Duct Duct Duct Manual Duct
Efficiency Airflow Location ..R -value Leakage D Eff
------------------------ ----
0.800 AFUE n/a Crawlspace R-4.2 No
10.00 SEER No Crawlspace R-4.2 No
WATER HEATING SYSTEMS
---------------------
Number
in Energy
Heater Type Distribution Type System Factor
--------- ------------------- ------ --------
Gas Standard 1 0.62
No 0.743
No 0.674-
Tank
.674
Tank
External
Size
Insulation
(gal)
R -value
------
40
----------
R- n/a
COMPUTER METHOD SUMMARY., Page 11' C -2R
--------------------------------------------------------------
'Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15:07:18`
MICROPAS6 x6.01 File-MALMAR11 Wthr-CTZ11S92 Program -FORM C -2R
User#'-MP2246 User -Barry Rubanoff. Run-MALAMAR #11
SPECIAL FEATURES .AND MODELING ASSUMPTIONS
-----,------------------------------------ ;
*** Items in this section should be -documented on the plans, ***
a *** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and'field inspection. ***
This building incorporates non-standard Duct Location.
This building -incorporates Ducts in a Crawispace or -Basement Location.
All supply registers must be within -2 ft of�floor.
HERS. REQUIRED VERIFICATION
*** Items in this section require field testing and/or. ***
*** verification by a certified home energy rater under ***
*** the supervision of a CEC-approved HERS provider using ***
*** CEC approved testing and/or verification methods.and ***
*** must be reported om the CF -6R installation certificate. ***
This building incorporates non-standard Duct Location.
This building incorporates Ducts in a Crawlspace or Basement Location. The
local enforcement agency may waive HERS verification for these locations.
l REMARKS,
e
HVAC SIZING Page 12.*HVAC
Project Title.......... MALAMAR CONST. #11 Date..12/23/01 15:07:18
Project Address........ LOT #11 ROSEMEL CT. ******* ---------------.------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit•#
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone............ 11 ---------------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -HVAC SIZING
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
GENERAL INFORMATION
Floor Area ................. 1668 sf
Volume ..................... 15681 cf
Front Orientation.......... Front,Facing 135 deg (SE)
Sizing Location............ OROVILLE RS
Latitude ................... 39.5 degrees
Winter Outside Design...... 30 F- ,
Winter Inside Design..:.... 70 F
Summer Outside Design...... 104 F
Summer Inside Design....... 78 F f
Summer Range ............... 37 F
Interior Shading Used...... Yes
Exterior Shading Used...... No
Overhang Shading Used...... Yes
Latent Load Fraction....... 0.20
HEATING AND COOLING LOAD SUMMARY
Note: The loads shown are only one of the criteria affecting
of HVAC equipment. Other relevant design factors such
requirements, outside air, outdoor design temperatures,
availability of equipment, oversizing safety margin, etc.,
considered. It is the HVAC designers responsibility to
factors when selecting the HVAC equipment.
the selection
as, air flow
coil sizing,
must also be
consider all
Heating
Cooling
Description
-----------------------
(Btuh)
(Btuh)
-------------------
Opaque Conduction and Solar......
9687
-----------
5008
Glazing Conduction...............
4003
2602
Glazing'Solar....................}
n/a
7759
Infiltration .....................
8919
3662
Internal Gain........... ........
n/a
2100
Ducts ...... .....................
2261
1057
Sensible Load ....................
24870
22187
Latent Load .......................
n/a
4437
Minimum Total Load
24870
26625
Note: The loads shown are only one of the criteria affecting
of HVAC equipment. Other relevant design factors such
requirements, outside air, outdoor design temperatures,
availability of equipment, oversizing safety margin, etc.,
considered. It is the HVAC designers responsibility to
factors when selecting the HVAC equipment.
the selection
as, air flow
coil sizing,
must also be
consider all
<t.. SITE PLAN REVIEW APPLICATION
Date: —q - O`Z- AP# O68 4 00— 0 1
Permit Number (if applicable)
✓ r
•.APPLICANT INFORMATION Parcel Size: 1 '10 - A (—
Owners Name: 1� aLiAncPl2 LO 1Js i
JI
Owners Address:'Z IZ 1 t7 �E"(✓1 �J e,1 d TZ -0%/1 LLQ •ca Ci
Telephone No.:
Situs Address: 42�S�C L CT- r
Proposed Use: • ( .
Residential 1
New Single Family Residential '
❑ Single Family. Addition - ❑ Single Family Remodel
❑ Mobile Home." {
❑ Residential Accessory
❑ Permanent Second Dwelling `
❑ Temporary Mobile Home (Aunt Minnie) - t
T-1 Temporary Travel Trailer
❑ Multi -family t
J
Non-residential +
❑ New Commercial t ,
❑ Commercial Addition ❑ Commercial Remodel. .
❑ New Industrial
Industrial Addition; ❑ Industrial Remodel
Other r
❑ Septic 7, Well
Agricultural Exempt Building
❑ Other: r
Brief Explanation (if necessary):
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SER VICESINFORMATION (For Staff Use)
Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval
Site Plan Stamped Approved
By Date-, j. —
Page 1 of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
❑ Snow Load Area:
❑ Land Conservation Act Minimum Acreage:' ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
SRA - (CDF to determine specific requirements)
❑ 100 -Year Flood Plain: (See attached)
• Flood Zone: %
• Flood Panel No.: . () Index Date: ®'Cy
❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
❑ Chapman/Mulberry (See attached standards and requirements)
❑ Cohasset Area (See attached standards and requirements)
❑ Grading Zone (See attached handout)
Use Requires:
❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit
❑ Minor Variance ❑ Variance
------------------------------------------------------------------------------------------------------------------
❑ Detached Building Use Form F-1EncroachmentPermit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning: A —R
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
b Q,
Side
_
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
'Applicable Development Fees:
Standard Fees Amount n, ' f' Formula, �.
❑ Fire v
.P
❑ School*
: ❑ Parks/Recreation '
❑ Roads
❑ Sheriff _
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road
❑ Thermalito Impact
❑ Other
' --------------------------------------------------------------------------------------------------------------
-
Subdivision Map Special Fees
❑ Water Tender.
FT Road Improvement
FTNorth Oroville Area
❑ Other (per map)
* Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
,*
` Parcel Created By
❑ Deeds: M
Date of Creation: ' ' Legal Access Provided: ❑ No ❑ Yes '
' Deed of Reference:` Legal Access Required 0 No ❑ Yes°.
�f Parcel Frontage on•Publicly Maintained Road: - •❑ No ❑ Yes, Road Name:
a Complies with County Standards for Deed Creation: E] No ❑Yes `
Comments:
❑ Parcel Deemed to be legal
❑ Verify Legal. Parcel ❑ Verify Legal Access R; ❑Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a -Merger ❑ Obtain a Lot Line Adjustment '
Comply, with Old Subdivision, Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).,
❑ Construct road to: _ ❑ Meet Parcel size required by zone
❑ 'Meet current Environmental Health Department requirements
': Page 3 of 5
JS Subdivision Map/Parcel Map: JLOSE
Map Date of Recording: 2 --
Lot:
-Lot: I Book: ( Page: S ) 7
❑ Use Permit/Minor Use Permit
Permit Number: Date of Approval:
❑ Comply with the following Conditions of Approval:
❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two.family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
❑ Provide an erosion control plan for building and land disturbance on slopes steeper than
30%. The Erosion Control Plan must be prepared by a registered civil engineer or other
qualified professional and be submitted to and approved by the Department of Public
Works.
❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing
on-site mature trees, located in any area proposed for buildings and vehicular access, and
provides for methods to protect the trees identified to be preserved, shall be provided to and
approved by the Planning Division prior to the issuance of building permits and/or prior to
grading or vegetation removal. The removal of mature trees shall be minimized, where
possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in
diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1
ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a
circular zone (minimum 40 -foot radius) identified by an orange fence during construction
activities. No vegetation removal, soil disturbance, or other development activities shall
occur within the fenced area.
❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
❑ Engineered foundations are required.
❑ Class A roofs are required.
Page 4 of 5
TABLE OF CONTENTS TOC
Project Title........... MALAMAR CONST. #11 Date..04/28/02 22:01:41
Project Address........ LOT #11 ROSEMEL CT_------------ da --
OROVILLE, CA. 95966 *v6.01* 'QS__
Documentation Author... Barry Rubanoff Bum] TiWel#
Barry Rubanoff ul
P.O. Box -1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone........ 11 ------- --------------
Compliance Method ....... MICROPAS6 v6.01 for 2001.S,tandards by Enercomp, Inc.
--------------------------------------------------------------------
MICROPAS6 v6.01 File-MALMAR11 Wth-CTZ11S92 Program-TOC
.User#-MP2246 User -Barry Rubanoff. Run-MALAMAR #11
--------------------------------------------------------------------------
TABLE OF CONTENTS
-----------------
Report
Page
FORM
CF -1R .................
1
FORM
MF -1R ................
4
FORM
C -2R ..................
7
HVAC
SIZING ..................
11
o r
,'t,
. 0jV .
60A
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..04/28/02 22:01:41
Project Address........ LOT #11 ROSEMEL CT.. ******* =----=---------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 FieldCheck/ Date
Climate Zone........... 11 ---------------------
Compliance Method....... MICROPAS6 v6.01.for 2001 Standards by Enercomp, Inc.
---- -----------------------------------------
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 -User-Barry Rubanoff Run-MALAMAR #11
--------------------------------------------------------------------------
-----
GENERAL INFORMATION
-------------------
Conditioned Floor Area..:.. 1668 sf
Building Type.............. Single Family Detached
Construction Type ......... New,
Building Front Orientation. Front Facing 135 deg (SE)
Number of Dwelling Units... 1
Number of Stories.......... 1
Floor Construction Type.... Raised Floor
Glazing Percentage......... 15.3 % of floor area
Average Glazing U -factor... 0.39 Btu/hr-sf-F
Average Glazing SHGC....... 0.54
Average Ceiling Height..... 9.4 ft
BUILDING SHELL INSULATION
Component
Frame Cavity 'Sheathing
Total
Assembly
Type
Type
R -value R -value
R-value.U-factor
Location/Comments
-
------=-
Wall
- - --
- - - - -
Wood
---- - - - - ---
R-15
- - - -- --
R-0
- - - - - --
R-15
- - - - - -------------------- - - - - -
0.081
Roof
Wood
R-11
R-27
R-38.
0.025 Attic
Floor
Wood
R-19
R-0
R-19
0.037
Door
n/a
R-0
R-n/a
R-0
0.330 FRONT DOOR, TO GARAGE
FENESTRATION
------------
Over-
Area U-
Exterior
hang/
`Orientation
(sf) Factor SHGC
Shading
Fins
Location/Comments
----------------
Wind'Front
(SE)
----- ---- --
22.5 0.400
------
0.530
--------
Standard
-----
None
--------------------------
Vinyl/Slider/LOWE/SC=0.88
Wind
Front
(SE)
7.5. 0.370
0.550
Standard
None
Vinyl/Fixed/LOWE/SC=0.88
Wind
Front
(SE)
25.0 '0.400
0.530
Standard
Yes
Vinyl/Slider/LOWE/SC=0.88
Wind
Front
(SE)
5.0 0.370
0.550
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Wind
Front
(SE)
5.0 0.370
0.550
Standard
None
Vinyl/Fixed/LOWE/SC=0.88
Wind
Front
(SE)
7.5 0.370
0.550
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Wind
Left
(SW)
14.0 0.400
0.530
Standard
None
Vinyl/Slider/LOWE/SC=0.88
Wind
Left
(SW)
4.0 0.370
0.550
Standard
None
Vinyl/Fixed/LOWE/SC=0.88
Wind
Left
(SW)
8.0 0.370
0.550
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Door
Back
(NW)
40.0 0.400
0.530
Standard
Yes
Vinyl/Slider/LOWE/SC=0.88
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
--------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..04/28/02 22:01:41
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-----------------------------------`--------------------------------------------
'FENESTRATION
Over -
Equipment
Minimum'
Type
Area
U-
0.800 AFUE
Exterior
hang/
Orientation
(sf)
Factor
SHGC
Shading
Fins
Wind
Back
(NW)
25.0
0.400
0.530
Standard
Yes
Wind
Back
(NW)
5.0
0.370
0.550
Standard
Yes
Wind
Back
(NW)
25.0
0.400
0.530
Standard
Yes
Wind
Back
(NW)
5.0
0.370
0.550
Standard
Yes
Wind
Back
(NW)
16.0
0.370
0.550
Standard
Yes
Wind
Back
(NW)
27.0
0.400
0.530
Standard
Yes
Wind
Right
(NE)
8.0
0.370 -0.550
Standard
Yes
Wind
Right
(NE)
6.0
0.400
0.530
Standard.None
Equipment
Minimum'
Type
Efficiency
Furnace
0.800 AFUE
ACSplit
12.00 SEER -
Tank Type . Heater Type
------------ -----------
Storage Gas
Location/Comments
Vinyl/Slider/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0..88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWE/SC=0.88
Vinyl/Fixed/LOWE/SC=0.88
Vinyl/Slider/LOWS/SC=0.88
HVAC SYSTEMS
------------
Refrigerant Tested ACCA
Charge and Duct Duct Duct Manual Thermostat
Airflow Location R -value Leakage D Type
n/a Attic R-4.2 No No Setback
No Attic R-4.2 No No Setback
WATER HEATING SYSTEMS
----------------------
Number Tank External
in* Energy Size Insulation
Distribution Type System Factor (gal) R -value
Standard 1 0.62 40 R- n/a
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
-- -- --------
Project Title....:..... MALAMAR CONST. #11 Date..04'/28/02 22:01:41
-----------------------------------_--------------------------------------------
-------------------------------------------------------------------------------
MICROPAS6 v6.01 File-MALMARII Wth-CTZllS92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
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
Modeling.Assumptions section:
DESIGNER or OWNER DOCUMENTATION AUTHOR*
Name.... MALCOLM HALL Name.... Barry Rubanoff
Company: MALAMAR CONST. Company. Barry Rubanoff
Address. Address. P.O. Box 1123
Berry Creek, CA 95916
Phone..: Phone... 530-589-4102
License:
Signed... Signed..
ENFORCEMENT AGENCY
(date) (date)
Name. ..
Title.
Agency.
Phone.
Signed..
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R
-------------------------------------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..04/28/02 22:01:41
Project Address........ LOT #11 ROSEMEL CT. ******* ---------------------
Documentation Author..
OROVILLE, CA. 95966
Barry Rubanoff
Barry Rubanoff
P.O. Box 1123
Berry Creek, CA 95916
530-589-4102 1FieldCheck/ Date
Climate Zone........... 11---------------------
- - ---------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
*v6.01*
******* I Building Permit #
Plan Check / Date
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM MF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
Note: 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
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 wood framed walls or
equivalent U -factor in metal frame walls (does not apply`
to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors.
150(1): Slab edge insulation - water absorption rate no greater
than 0.3g, water vapor transmission rate no greater than 2.0
perm/inch.
118: Insulation specified or installed meets insulation quality
standards. Indicate type and form. -
116-17: Fenestration Products,'Exterior Doors and Infiltration/
Exfiltration Controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have
label with certified U -factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification.
3. 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 Commission 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
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R
-------------------------------------------------------------------------------
Project Title.......... MALAMAR CONST. #11 Date..04/28/02 22:01:41
-------------------------------------------------------------------------------
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM MF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11 .
-----=-------------------------------------------------------------------------
b. Outside air intake with.damper and control
c Flue damper and control
•2. No continuous burning gas.pilots allowed.
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
--------------------------------------------------------------
Design-
er
Enforce-
ment
110-113: HVAC equipment, water heaters, showerheads and
faucets certified by the Commission.
150(h): Heating and/or cooling loads calculated in accordance
with ASHRAE, SMACNA or ACCA.
_
150(i): Setback thermostat on all applicable heating and/or
cooling systems.
150(j): Pipe and Tank insulation
1. Storage gas water heaters rated with an Energy Factor
less than 0.58 must be.externally wrapped with insulation
having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. Back-up tanks for solar system, unfired storage tanks, or
other indirect hot water tanks have R-12 external
insulation or R-16 combined internal/external.insulation.
4. All buried or exposed piping insulated in recirculating
sections of hot water system.
5. -Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating'source and indirect
hot water tank.
*150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and in-
sulated, to meet the requirements of the 1998 CMC sectons
1601, 603, and 604; and standard.6-3'; ducts insulated to a
minimum installed level of R-4.2 or enclosed entirely
in conditioned space. Openings shall be sealed
with mastic, tape, aerosol sealant, or other duct -closure
system that meets the applicable requirements of UL181,
UL181A, or UL181B. If mastic or tape is used to seal openings
greater than 1/4 inch, the combination of mastic and either
mesh
or tape shall be used. Building cavities shall not be used
for
conveying conditioned air. Joints and seams of duct systems
and
their components shall not be sealed with cloth back rubber
addhesive duct tapes unless such tape is used in combination with
mastic and drawbands.
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
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R
Project Title.......... MALAMAR CONST. #11 Date..04/28/02 22:01:41
----------------------------------------------------------
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92' Program -FORM MF -1R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11 I
---------------------------------------------------------------------------
resistance heating and no pilot light.
2. System_ is installed with:
a. At least 36 inches of pipe between_ filter and heater
for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnaces, pool heaters, spa heaters or
household cooking appliances have no continuously burning
pilot light (Exception: Non -electrical cooking appliances
with pilot < 150 Btu/hr).
LIGHTING MEASURES
Design- Enforce-
er ment
150(k)1: Luminaires for general lighting in kitchens shall
have lamps with an efficacy of 40 lumens/watt or greater
for general lighting in kitchens. This general lighting
shall be controlled by a switch on a readily,accessible
lighting control panel at an entrance to the -kitchen.
150(k)2: Rooms with a shower or bathtub must have either at
least one luminaire with lamps with an efficacy of 40
lumens/watt or greater switched at the entrance to the
room or one of the alternatives to,this requirement
allowed in Sec. 150(k)2.; and recessed ceiling fixtures
are.IC (insulation cover) approved.
COMPUTER METHOD SUMMARY Page 7 C -2R
-----------------------------------------
Project Title........... MALAMAR CONST. #11 Date..04/28/02 22:01:41
Project Address........ LOT #11 ROSEMEL CT. ******* ---------------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone... 11. -- -- -- ------------
Compliance Method...... MICROPAS6 v6.01 for•2001 Standards by Enercomp, Inc.
_________
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff. Run-MALAMAR #11
-----------------------------------------------------------------.--------------
MICROPAS6 ENERGY USE SUMMARY
= Energy Use
Standard
Proposed
Compliance =
_ (kBtu/sf-yr)
Design
Design
Margin =
= Space Heating... .....
.15.65
14.65
1.00 =
= Space Cooling. .......
12.87
16.05
-3.18 =
= Water Heating... ......
14.66
12.31
2.35 _
= Total
43.18
43.01
0.17 =
_ *** Building complies
with Computer
Performance
GENERAL INFORMATION
Conditioned Floor Area.....- 1668 sf
Building Type............ Single Family Detached
Construction Type .... New
Building Front Orientation. Front Facing 135 deg (SE)
Number of Dwelling Units... 1
Number of Building Stories. 1
Weather Data Type.......... ReducedYear
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -factor...
Average Glazing SHGC.......
Average Ceiling Height.....
Raised Floor
1
15681 cf
0 sf
15.3 0 of floor area
0.39 Btu/hr-sf-F
0.54
9.4 ft
COMPUTER METHOD SUMMARY Page 8 C -2R
Project Title.......... MALAMAR CONST. #11 Date..04/28/02 22:01:41
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
BUILDING ZONE INFORMATION
Floor. # of Vent Vent Air
Area Volume Dwell Cond- Thermostat Height Area Leakage
Zone Type (sf), (cf) Units itioned Type (ft) (sf) Credit
-------------- ------------ ----------------------- ----- -----=.-- ---------
HOUSE
Residence 1668 15681 1.00 Yes Setback 2.0 Standard No
OPAQUE SURFACES'
---------------
Area U- Insul Act Solar Form 3 Location/
Surface (sf) factor R-val Azm Tilt Gains Reference Comments
HOUSE
1 Wall 252 0.081.15 135 90 Yes W.15.2X4.16
2 Wall 213 0.081 15 135 90 No W.15.2X4.16
3 Wall 307 0.081 15 225 90 Yes. W.15.2X4.16
4 Wall 40 0.081 15 225 90 No W.15.2X4.16
5 Wall 379 0.081 15" 315 90 Yes W.15.2X4.16
6 Wall 319 0.081 15. 45 90 Yes W.15.2X4.16
7 Wall 40 0.081 15 45 90 No W.15.2X4.16
8 Roof 1300 0.025 38 n/a 0 Yes R.38.2X4.24 Attic
9 Roof, 368 0.025 38 135 16 Yes R.38.2X4.24 Attic
10 Floor 1668 0.037 19 n/a 0 No FC.19,2X6.16
11 Door 20 0.330 0 135 90 Yes None FRONT DOOR
12 Door 18 0.330 0 135 90 No. None TO GARAGE
FENESTRATION SURFACES
---------------------
Exterior
Area U- Act Shade
Orientation (sf) factor SHGC Azm Tilt Type Location/Comments
------------------ ----- ----- ---- --- ------------ ------------------------
HOUSE
1 Wind Front (SE) 22.5 0.400 0.530 135" 90 Standard Vinyl/Slider/LOWE/SC=0.8
2 Wind Front (SE) 7.5 0.370 0.550 135 90 Standard Vinyl/Fixed/LOWE/SC=0.88
3 Wind Front (SE) 25.0 0.400 0.530 135 90 Standard Vinyl/Slider/LOWS/SC=0.8
4 -Wind Front (SE) 5.0 0.370 0.550 135 90 Standard Vinyl/Fixed/LOWE/SC=0.88
5 Wind Front (SE) 5.0 0.370 0.550 135" 90 Standard Vinyl/Fixed/LOWE/SC=0.88
6 Wind Front (SE) 7.5 0.370 0.550 135 90 Standard Vinyl/Fixed/LOWE/SC=0.88
7 Wind Left (SW) 14.0 0.400 0.530 225 90 Standard Vinyl/Slider/LOWE/SC=0.8
8 Wind Left (SW) 4.0 0.370 0.550 225 90 Standard Vinyl/Fixed/LOWE/SC=0.88
9 Wind Left (SW) 8.0 0.370 0.550 225 90 Standard Vinyl/Fixed/LOWS/SC=0.88
10 Door Back (NW) .40.0 0.400 0.530 315 90 Standard Vinyl/Slider/LOWE/SC=0.8
11 Wind Back (NW) 25.0 0.400 0.530 315 90 Standard Vinyl/Slider/LOWE/SC=0.8
12 Wind Back (NW) 5.0 0.370.0.550 315 90 Standard Vinyl/Fixed/LOWE/SC=0.88
13 Wind Back (NW) 25.0 0.400 0.530 315 90 Standard Vinyl/Slider/LOWS/SC=0.8
14 Wind Back (NW) 5.0 0.370 0.550 315 90 Standard Vinyl/Fixed/LOWE/SC=0.88
15 Wind Back (NW) 16.0 0.370 0.550 315 90 Standard Vinyl/Fixed/LOWE/SC=0.88
COMPUTER METHOD SUMMARY Page 9 C -2R
- -------------------
Project Title.......... MALAMAR CONST. #11 Date..04/28/02 22:01:41
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92. Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-----------------=-------------------------------------------------------------
FENESTRATION SURFACES
HVAC SYSTEMS
Refrigerant
Tested
ACCA
System
Minimum
Charge and Duct
Exterior
Manual Duct
Type
Efficiency
Airflow Location
R -value Leakage
D Eff
HOUSE
Area
U-
Act
0.800 AFUE
Shade
R-4.2 No
No 0.737
ACSplit
12.00 SEER
No Attic
R-4.2 NO
Orientation
(sf)
factor SHGC Azm
Tilt
Type
Location/Comments
------------------
16
Wind Back
(NW)
-----
27.0
-----
0.400
----- ---
0.530 315
----
90
--------
Standard
------------------------
Vinyl/Slider/LOWE/SC=0.8
17
Wind Right
(NE)
8.0
0.370
0.550 45
90
Standard
Vinyl/Fixed/LOWE/SC=0.88
18
Wind Right
(NE)
6.0
0.400
0.530 45
90
Standard
Vinyl/Slider/LOWE/SC=0.8
OVERHANGS
AND SIDE FINS
---Window--
------Overhang-----
---Left Fin---
---Right
Fin --
Area
Left
Rght
Surface
(sf)
Wdth
Hgth
Dpth
Hght
Ext
Ext
'Ext
Dpth
Hght
Ext
Dpth
Hght
.HOUSE
3
Window
25.0
5.0
5.0
1.5
1.37
n/a
n/a.
n/a
n/a
n/a
n/a
n/a
n/a
4
Window.
5.0
5.0
1.0
1.5
0.37
n/a
n/a
n/a'
n/a
n/a
n/a
n/a
6
Window
7.5
3.0
2.5'
8.0
1.0
n/a
n/a
n/a
,n/a
n/a
n/a
n/a
n/a
n/a
9
Window
8.0
2.0
4.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
10
Door
40.0
6.0
6.67
6.0
2,25
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
11
Window
25.0
5.0
5.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
12
Window
5.0
5.0
1.0
1.5
0.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
13
Window
25.0
5.0
5.0
1.5
1.37
n/a-
n/a
n/a
n/a
n/a
n/a
n/a
n/a
14
Window
5.0
5.0
1.0
1.5
0.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
15
Window
16.0
4.0
4.0
0.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
16
Window
2.7.0
6.0
4.5
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
17
Window
8.0
2.0
4.0
1.5
1.37
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
HVAC SYSTEMS
Refrigerant
Tested
ACCA
System
Minimum
Charge and Duct
Duct Duct
Manual Duct
Type
Efficiency
Airflow Location
R -value Leakage
D Eff
HOUSE
Furnace
0.800 AFUE
n/a Attic
R-4.2 No
No 0.737
ACSplit
12.00 SEER
No Attic
R-4.2 NO
NO 0.645
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 40
R- n/a
HVAC SIZING Page 11 HVAC
Project Title.......... MALAMAR CONST. #11. Date..04/28/02 22:01:41
Project Address......... LOT #11 ROSEMEL CT. *******. ---------------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method..:... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-MALMARII Wth-CTZ11S92 Program -HVAC SIZING
User#-MP2246 User -Barry Rubanoff Run-MALAMAR #11
-------------------------------------------------------------------------------
GENERAL INFORMATION
Floor Area................. 1668 sf
Volume........... 15681 cf
Front Orientation.......... Front Facing 135 deg (SE)
Sizing Location..:....... OROVILLE RS
Latitude ................... 39..5 degrees
Winter Outside Design...... 30 F
Winter Inside Design ........ 70 F
Summer Outside'Design...... 104 F
Summer Inside Design........ 78 F
Summer Range..... ..... .. 37 F
Interior Shading Used...'..-. Yes
Exterior Shading Used...... No
Overhang Shading Used..... Yes
Latent Load Fraction....... 0.20
HEATING AND COOLING
LOAD SUMMARY
Heating
Cooling
Description
---------------------------------
(Btuh)
(Btuh)
Opaque Conduction and Solar......
-----------
9687
-----------
5008
Glazing Conduction ...............
4003
2602
Glazing Solar.......... ........
n/a
7759
Infiltration,....'.... ...........
8919
3662
Internal Gain ....................
n/a
2100
Ducts. ........... .. .....
2261
2113
Sensible Load .....................
24870
23244
Latent Load ............:.........
n/a
4649.
Minimum Total Load
24870
27893'
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, outside air, 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.