HomeMy WebLinkAbout069-200-00469-20-04 92-518 BPEM
MIMNAUGH, John & Helen
91 Kokanee Dr, Oroville
cont: Better Builders
(new sf) eq,,1Q;9y
B08-0995 SCANNED 069-200-004
MISCELLANEOUS Re-Roo
REROOF W/ COMP 29 SQ
91 KOKANEE DR
MINNITI, ANTHONY SR
S
I �
RESIDENTIAL
69-20-04 92-518 BPEM -�
i MIMNAUGH, John & Helen
91 Kokanee Dr, Oroville
cont: Better Builders
(new sf)
0A,
OFFICE COPY
i
Address i
J
y �
,i
=-BY Date
ELECTRIC
Metl ter By Date
— _A—J
JOB FINALED (Date)
Signature _1�1�1p�,/Jf
J=OK
O Not OK
= Not Applicable
' = Not Ready MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location -Clea rences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / /"L"ft.
/ /"Nat. or/ /" L" ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks Easements
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Card B-1 Date Card B-1
"Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
_ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
✓=OK
O=Not OK
=Nieplicable
Not Ready RESIDENTIAL (;
=
Date UNDERFLOOR (Plans) OK except ft's
J,4" -zoning -setbacks -Easements -Flood -Slope
Fig., Main; Soils-Elec. Grnd.-4&' Ftg. Depth
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
tStemwalls, Main; Steel -Bloc kouts-Wrapped
� temwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit),OK except 4's
16. Water Htr.: Vewf-Access-Cemb rMterr-A++-Baffle
7. Water Pipe: Test & Anchor -Nail Protection
tXB. D.W.V Test-Fittinqs & Anchor -Nail Protection
19. Shower Pan: Test. First Floor -Tub Access
_-- 20. Test Tub & Shower, Second Floor -Tub Access -------- ---
21. Gas Pipe: Size & Anchors
Date ��/-- B_1 -Date - -- ___Card B-1
Date Y Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except ti's ,
22. Fi ture & Transformer Clearance -Ins. Protection
--------------- - - - -
--- - Elec. Receptacles Spacing -Lights &Switches at Doors
---------------- ----- ------------
24. ize Boxes & No. of Conductors -Stapled
--------- -- -------------------------------- ------------------------
G?S-Romex Installed Close to Edge of Studs & C.J.
-- - ----------- --
6. quip. Ground made up w/Meth. Fastners-Bond Gas & Water
------------ ----------------------------- -------------------------------
�2 Appliance Circuts in Kitchen &Conductor Size
--------- - - - ------------------------------- ---- -------------
-- 28. Subfee Wire Size / r ga. Cu or AI A. ire Size // ga.
Cu
29. Range Circ. / J ga. Cu or AI- ven Circ. /t ga. Cu oAI
Insulated Neutral Yes ❑ No
- - -------------------------------------------
30. Service -Riser Conductors & Ground -Main Disconnect
-------------------------------------------------------------------------------
31. Equip. -Clearances Panels-Motors-Mech. Equip.
i2 Clothes Closet Light -Shower -Light -Spa Light
L38 --Smoke Detector
------ --- --------------------------------
---------------
-------------------
Date �c 9�Card 6_1 lyd Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except a's
A.C. Ducts Insulation & Support
---------------- -
-Vent Fan: Exhaust above insulation
✓36. Condensate, Drain & Overflow: Size & Grade
��----------------------------
-----------------------------------
37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet
----------- -- - -------------------------------------------- - -
38 Attic -Access-&- Platform if Furnance in Attic
-------------------------------------------------------------------------------------
-- ---- -- - - - - - - - --
Date 6and B-1 Date Card -B-1
----- zy y ------- ---- ------------------------------------------
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except h's
PK Sils. Proper Material & Anchors
------- ---- ---------------------------------------------------------
Walls Studs _Nailing_ Spacing & Bracing -Plates -Sound
----- --------------------------------------------
41. Bearing Walls over Girders &'Floor Nailing
----------- 42. Draft Stop -Walls (rat proof)
621"Fire Stops: Furred Ceilings -Stairs -Chases -Tub
-- =--------------------------------------------------------------------
/ Headers & Beam -Size & Bearing
"Ingle & Duplex) '
Date FRAMING (Continued)
4 Hangers -Post Caps -Anchors -Connectors
- 4 Ing. Joist-Rftr. 'es -Pur m roof Brac?ru*Shthng.-Rf
_ Fireplace Ties or Type A Flue -Fireplace Throat clearance
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
_ �9'Bdrm. Windows or Exiling Doors -Sill Hgt. & Dimensions
_ _ 50 Garage Fire Protection Framing
51. -Property Line firewall & Openings
_ Ext. Doors -One 3' -Check Garage -3rd Story. 2 Exits
_ t�e3'Stairs Width -Headroom -Rise -Run -Landing -Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
ling -Nailing Veneer
--------_-� cco Mesh -Drip Screed -Fd. Vents-Underflr. Access
46 . Glazing Area -Glass Protection -Skylights- Plastic
58. Shear Walls; Nailing -Bolts
59. Insulation -Walls -Ceilings
60. Infiltration -Walls -Windows
DatB-Date Card B-1
Date P� Card B-1 Date Card B-1
Date FIN (Plans) OK except ti's
Steps -Door & Sidelight Protection -Landings
------------oke Detector
3. Furnace; Vents -Clearance -Comb. Air -Connector -
_Garage; Above Floor -Ducts -Meth. Protection
l!6.e_droom_Exiting
5. F.I. & Bath Fixtures & Tub Access -Spa
1 ---------- --------
_ 6 Elec. Trim & Subpanel; Breaker Sizes & Labels
- - --- lairs & Rails --_--- _ _
d/Fir�fllace or Stove Clearances -Hearth
hit EIc Outlets at Wood Panel Int. & Ext.
Ki Fixt.
-- &Appliance; Grnd.-Air Gap -Cooking Clearance
------ ------------------
Elec. Outlets & Receptacles at Kit. Counter ----
7 ara re Door: Swing -Landing -Closer
- - A.C. Duct in Garage -Damper
7 HtrHtr. 'Vents -Clearance -Comb. Air-Connector-P.R.V.
Rr6erage: Above Floor-Mech. Protection
7 b.. Elec. & Mech. Equip. Listed for Location
-----_--- 7 15ec_-Receptacles in Garage: (G_F.I.)-Romex Protection
„7:�15rtla 6n -Foam -Looked in Attic ❑ Yes
------------------------- ------------ -
uard Rails & Deck Construction -Post Caps
71Pq' Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floav, ❑ Yes
80. Following instl: rive Yes ❑ No; Walks.es ❑ No:
Planters - Ey'Yes -IF), No
---_-
"5V Stuc-o; Brown -Finish
------------
------- ---
__ __ _ __C. t: Disconnect. Electrical, Plumbing
ents Above Roof; Plbg -Appliance-fireplace.-Clearance to
Openings
B O�I'I isconnect, Electrical, Plumbing
- 8 erior Ii ec. Trim; G.F.I. Receptacle -Underground -
- ------------ ----
Yomilation Throughout House
te-Glass Protection
-- - - -
----------------------------------------
88.
-------------------------------------88. Corrections from Previous Inspections _
----------- --------- - - ----- - - - ---------------
8 Tesi Meters Tagged,f_4s-645ris
_______ W;�ater & Sewer Connected -C/O to Grade -HD Approval -
9 nergy Compliance Certificate -Other Certificates
Date %,b )Ea rd B-1 Date _Card B-1 -
Date Card B-1 _Date Card B-1
S------------`�"
Date Card 6-1 Date Card B-1
Comment at Final:
CERil'FICATEOF
.,\)TE OF Twee
? o
r
a A'
c
W _H
S O
a T -C x
CONFORMANCE
IH5 UNDERSIGNED MANUFACTURER HEREBYCERTIF/ES
that the products identified below and on attached sheets Nos. are marked
with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)
and were manufactured in conformance with applicable provisions of American National Standard
ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has
been at our plant in_____ Riddle, Orenoci , which plant has a quality control system
approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
and inspected periodically by such Bureau.
The manufacture of these members complies with the manufacturing and fabricating provisions of
Chapter 25 of the Uniform Building Code.
1 JOB NAME:
JOB LOCATION: RpHili ng, rA
',. CUSTOMER'S ORDER NO. 14167 DATE 5/7/87 MFGR'S ORDER NO. 13766
Members have also been manufactured to the mare restrictive
provisions o f� P.S. 56-7-73.
SIGNATURE �� L�`'t%-�Zd�'/'4'�-"'� COMPANY Riddle Laminators
TITLE,Qllall fy Control ADDRESS Riddle, OR DATE _ -5/20/87
A/TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect
of products which comply with applicable provisions of said Standard, that the adequacy of the quality
control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of
the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC,
said company is capable of complying with applicable manufacturing and testing provisions of said
Standard in respect of products manufactured at said.plant. Conformance with the Standard in respect
of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee
hereunder being that the said company is qualified to produce a product meeting the said Standard
and that its plant is periodically inspected and verified by the AITC Inspection Bureau.
AITC FORM IBCA
AITC Cerli/icale No. 371.22 A
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
KFS Gn �R' SA�}S P 1983 AMERICAN INSTITUTE OF TIMEIER CONSTRUCTION
Owner:. M l mmmh Permit No.
ENERGY CERT
it l /<,o/gh e e r-, I'Dro
IF ICAT ION
LOCATION
A.P.
No. »'
DESCRIPTION
OF INSULATION
ROOF
Material
Brand Name
Thickness(inches)
Thermal Resistance (R
Value.)
EXTERIOR WALL
Material Z - 19,, re ala Ss b t 1145 -Brand
Name
Thickness(inches)
Thermal Resistance(R
Value)
CEILING
Batt or Blanket Type V-32
Brand Name
Thickness(inches)
Thermal Resistance(R
Value)
Loose Fill Type -39
Brand Name
Minimum Thickness(Inches)
Number of Bags Wt.
per bag lb.
Area covered(ft.2)
Thermal Resistance(R
Value)
FLOOR, ELEVATED
Material J', Fibe=1455 %2 5.
Brand Name
Thickness(inches)
Thermal Resistance(R
Value)
FLOOR, SLAB
MaterialBrand
Name
Thickness(inches)
Thermal Resistance(R
Value)
Width(inches)
FOUNDATION WALL
Material
Brand Name
Thickness(inches)
Thermal Resistance(R
Value)
I hereby certify that the above insulation was installed in the above building
in conformance with the State of California Energy Requirements.
,Zoel- ee sl��4�iovJ� l�iC.
FIRM NAME / OWNER
SIGNAT E W INSTALLATION APPLICATOR
-,/ 4416-0
STATE CONTRACTOR'S LICENSE NO.
8-ao-9z
DATE
I hereby certify the above insulation and all required items as shown on the
Building Department approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
Be#ei I a;)d r -s &04 St
FIV NAME/OWNER (Please print)
SIG F UENERAL CONTRACTOR/OWNER
STATE CONTRACTOR'S LICENSE NO.
F- -z o - 9 z,
DATE
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVAL AND A COPY SHALL BE. POSTED WITHIN THE BUILDING.
January 1984
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OMER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If ou have any questions pertaining to this matter; or need additional explanation,
pleasVcont;Z
his office immediately.
fAe JIL41(ee AJ -r—W
L I—
kagL�gf-
Date 7 Inspector
REV 11/91 f
_ r
NTY F BUTTE
COU OJ
DEPARTMENT OF PUBLIC WORKS
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-754_1
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please ntact this office immediately. �^
z �r
7
H-
r
— /L r 'J'11 i M
Date L__ Inspector
REV 11/91
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to is matter, or need additional explanation,
please contact this office immediately.
s
Date G} Inspector Aly -
REV 11 1
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Orovllle,Callfornle 95965 - Telephone: 916,'538.7541 R� S
APPLICATION AND PERMIT
ASSESSOR PARCIEL NUPIER
69-20-04
ZONING
RT 1
BUILDING PERMIT
OWNER
JOHN & HELEN MIMNAUGH 510
TELEPHONE
483-5417
SQ. FT. OCC. BUILDING V UAT N
2350 R 119,850
OWNER'S MAILING ADDRESS
2283 W IMBLEDON PL SAN LEANDRO 94577
1011 M 18,198
CONTRACTOR'S NAME
BETTER BUILDERS
TELEPHONE
331 C 4,303
CONTRACTOR'S MAILING ADDRESS
Fireplace I "A" 1,500
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
,
Filing Fee
$ 15.00
LENDER'S MAILING ADDRESS
Permit Fee
$ 751.50
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ 375.75
Energy Plan Checking Fee
$ 20,00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDINGADDRESS
KOKANEE DRIVE OROVILLE
Permit fee
$ 1162. 25
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
131 5.00 65.00
Solar or heat pump water heater
1 20.00
LOT 30
SUKELLEY RIDGE ESTATES UNIT 3T43ARCEL444MAP
Water piping
7.00 7.00
Each qas water heater or vent
1 7.00
USE OF STRUCTURE
SF t Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
1 5.00
Building sewer
15.00 15.00
Mobile Home S I G I W
615.00
TYPE OF WORK
New LX7 Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: 3 BDRM _
Permit Fee
$ 102.00
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 200A OR LESS
1 18.50
Main service 200A TO 1000AI 1
CONTRACTORS LICENSE LAW
I declare r penalty of perjury (Check One):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and �iy license is in full f e and effect.
License ;Jo. ��J Classification :17
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. ( DWELLING OCCUP.A�
OR ADDNS. 1 ACC. BLDGS.
_37.50
3.50 sq.ft. 7 GVQ
NEW CONSTR. ULTI.OUTLET
NON•RESID BRANCH CIRC ITS
@ 5.00
POWER APPARATUS .&)
(SINGLE OUTLET CIR. )
Ex. Occup(OUTLETS OR FIXTURES
20 760
A
Ex. Occup. OUTLETS ((RESID )RE
3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
g
15.00
Permit Fee
$
-
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The It is for $100.00 (valuation) or less.
ave placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
FiIingFee 15.00
Heating
9.00
HEAT PUMP
Cooling 4 TON
16.50
Hood
6.50 6.50
Ventilation
4.50
pernit Fee
$ 51.50
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against id C my ' c e .nee of the granting of this permi
X Date
Signature of Applicant - OwnerElContractor ElAgent
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories i eight.
Mobile Home Installation Fee $
Ener Inspection Fee $
Energy p 40.00
00C_
cory�Try
CC
TOTAL FEE $ 1,506.85
HAz
OFEE MP
-
FLOOD
✓
COF
-_
PAflC�1r
j/
PD
IS U
This per is hereby issued under the applicable provi
sions of the Butte County Code and/or resolutions to do i
work indicated above for which fees have been paid.
_Dt OF PUBLIC WORKS
Date! Z-,-
IT EXPIRES Date
P�i
Receipt No. 110009 %�/
i
WHITE -O. P.W„ YELLOW -ASSESS R, PIN R -INSPECTOR, GOLDENROD -APPLICANT I
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
F 7 County Center Drive - •rovllle, Callforn;a 95965 - Telephone: 916.'538-7541
APPLICATION AND PERMIT
A 93ESSOR PARCEL NUMBER j ZONING
Q BUILDING PERMIT
OWNER 5/O TELEPN E SO. FT. OCP. BUILDING V UATION
J a ttJU UL l U 3 ��
OWNER'S MAILING ADDRESS 77
CO �AC,TOR'S N/SME I ^�� TELEPHONE
DONT AACC'TT(ORR'S MAILING A[DDDRREES5
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
ARCHITECT OR ENGINEER
ARCHITECT OR ENGINEER'S MAILING ADORESS
BUILOINCyy1GDR E55
UNKNOWN
LOT NO. SUBOI V151 N NAME PARCEL MAR^
USE OF STRUCTURE
SF
Duplex❑ Mobilehome❑ Other
SPECIFY
+11/
TYPE OF WORK
New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: 3 612,4f 4W
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License ;Jo. Classification
J I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. Business and Professions Code
for this reason
Fireplace I rYA /
IEZ6G_Total Valuation
Filing Fee
Permit Fee
Plan Checking Fee
Energy Plan Checking Fee
Penalty
Permit fee
PLUMBING PERMIT
Each Trap
Solar or heat pump water heater
Water piping
Each qas water heater or vent
Gas piping system 1 - 5 outlets
Building sewer
Mob le Home 1 S I IS JW
Permit Fee
Contractor
ELECTRICAL PERMIT
Main service 600VORLESS
200A OR LESS
Main service 200A TO 1000A,
NEW CONST. ! DWELLING OCCUP.✓41
OR ADONS. 1 ACC. BLDGS. I
NEW CONSTR.MULTI-OUTLET
NON.RESIC, BRANCH C`RCUITS)
POWER APPARATUS e
SINGLE OUTLET CIR.
EX. OCCUp(OUTLETS OR FIXTURES
FIXED APPLNS.OR
Ex. Occup. OUTLETS (RESID.1 EA.)
Temporary service
Mobile Home Facilities
Misc. Wiring
Permit Fee
Contractor
$ 15.00
$ 57,s
$ 3 7S, 75-
$ „2p
5
$ ,e2
Filing Fee 15.00
5.001 6S,OG
20.00
7.00 7, p6
7.00
5.00
15.00
@ 15.00
$
Filin ee 15.00
18.50 ;
37.501
3.64 sq.tt.
@ 5.00
1 3.001
1 15.00
15.00
15.00
I
$ 1 fluza
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
MECHANICAL PERMIT
Filing Fee 15.00
Heating
r0 O
❑ The permit is for $100.00 (valuation) or less.
E] E] I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
Cooling
rs
I Hood
6.50
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
I Ventilation
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Permit Fee
;
Contractor
I certify that I have read this application and state that the above information
Mobile Home Installation Fee
$
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Ins
Energy Inspection Fee
$ 4e1
DCC CONST TYPE TOTAL FEE$jf
I
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
HAz 0FEES IMP FLOOD CDF
PAR PO D ISSUE
all liabilities judgments costs and expenses which may in any way accrue
against said County in consequence of the granting of this permit.
X Date This permit is hereby issued under the applicable provi-
Signature of Applicant — Owner ❑ Contractor C Agent ❑ sions of the Butte County Code and/or resolutions to do
An OSHAwork indicated above for which fees have been paid.
.on of structures over 3 stories .n height.
permit is required for excavations over 5'0" deep and demolition or construct- I DIRECTOR OF PUBLIC WORKS
By Date
Receipt No. ! (1UU I PERMIT EXPIRES Date
t •- \'Ck•''r (`� � � ti'1 i���'-..•. '�..'-r}. tib" 1i'-("Yv����y`)`.t't^.4+1
COUNTY OF BUTTE - DEPARTMENT OF.PUBLIC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPLICATION DATA SHEET
� . Permit No.
OWNER N H CLE A,' /n / 11 1,1" 61G fV A. . 6,?— ;Zo -Ol/
Proposed Building Use �{�' Building Inspector Date
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED APPROVED
1. All items have been submitted . .......................... --
. ...... ' *
2. Plot plans in duplicate/triplicate, signed by preparer of plans ....... .
3. Complete plans in duplicate/triplicate, signed by preparer of plans ..
4. Complete engineered plans and calcs, with wet signature on plans ..
5. Hazardous Material Form ..........................................
6. Energy Design Compliance and supporting documentation .........
7. Statement of Intent for Non -Heated and AC Buildings ..............
8. Engineered truss details and layout in duplicate (required prior to plan check)
9. Mobilehome installation data including manufacturer's installation
instructions.......................................................
10. Fees of $ ........................
11. Chico Urban Area fees paid .......................................
12- Park fees paid ...........
13. n u U 6 CESchoo District fees paid .............. � Z
14. Sanitation approval from Lofi �V� Health Department 2
15. City of Chico plumbing permit .....................................
16. Plot plan and business license approval from City of
(see City for other requirements)
17. Planning approval for (A) Use: (B) Parking: ......
18. Improvements may be required. Contact Land Development Section DPW
19. Driveway permit (construction approval required prior to occupancy)
20. Pre -Inspection for required Pre-Inspec. request to
Building Inspector (Date)
21. Contractor's license information (No., Name Style, Classification) ...
22. Certificate of Workmans Compensation Insurance ..................
23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .....
%Y24. Recorded copy of Agricultural Acknowledgment Statement .........
25. Letter of signature ay� t orizatjp
:(:9K3 6. Sff�G� i��r�. .. 6 0 lj/ Ov./�)..... Z -g }�
27.
When you issue the permit, process as follows: Mail t owner. Mail to contractor.
Telephone :rFc7-2_ 7y and hold for pickup at office. Deliver w/inspector.
Other
Applicant
Date,
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. C her Date . By
The following data must be submitted pr
1. Index permit for above items No.
2. Additional items required:
it issuance: (Circle new item not checked above).
Contractor, designer, owner, was advised of above required data by_phone---mail_countP-r'by .date
Contractor, designer, owner, was advised of above required data by_phone_mail_c^.rtinter by date
Plans checked by Date Plans approved by—IL,
y_I � l// Date
Sets of plans on hold in File cabinet AP folder'
Copy—DPW
TO: Building Department
FROM: Encroachment Permit Section
RE: 'Driveway Clearance
�`3.,l.�lL�/' �3ui <�.�s�f �l �oK�cr� 22 �✓' . ,
owner location AP #r
Driveway permit f 2-0 has been issued for rthe above property.
n b
2-z7-yz
date
sign/
ign re
but not limited to cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smoke, noise, and odor. Butte County has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and residents
within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real :property:. situate in the County of Butte, State of California, described as
follows:
30, U.h/!- 3 ke/l y IQrc e,c5f,ZfecS Sktbol/V!S/017 41->e?r(fGO�i�yiO�1/V
Known as /
c
Date: PROPERTY OWNERS:
State of) On this the j� day of Q/ 19 before me, the
SS. undersigned Notary Public, personally appeared
County of ) O , /I
SING Personally known to me. D Proved to me on the basis
of satisfactory evidence.
o be the person(ss) whose name(
;i -i Q c l 4 -�'`- es ® tim ubscribed to the within instrument and acknowledged that
executed the same for the purposes therein contained. IN WI ESS
WHEREOF, I hereunto set my hand and official seal.
Present A.P. No.T9- ab-aT----
Notary Public
Q=mn ew fl(1P_BILImcwT
92-1099
Return to DPW AGRICULTURAL STATEMI M OF ACKNOWLEDGEMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8.1 of the Butte County Code
requires this acknowledgement be recorded
prior to issuance of a building permit.
92-010929 1 Rec Fee 5.00
The property described herein is adjacent
I Check 5.00
to land or included within an area zoned
for agricultural purposes, and residents
Recorded
of this property may be .subject to incon-
Official Records
veniences or discomfort arising from the
County of
use of agricultural chemicals, including,
Butte
but not limited to herbicides,_ pesticides,
Candace J. Grubbs I
and fertilizers; and from the pursuit
Recorder
of agricultural operations including,
1:3Opm 13 -Mar -92 I PUBL XX 1
but not limited to cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smoke, noise, and odor. Butte County has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and residents
within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real :property:. situate in the County of Butte, State of California, described as
follows:
30, U.h/!- 3 ke/l y IQrc e,c5f,ZfecS Sktbol/V!S/017 41->e?r(fGO�i�yiO�1/V
Known as /
c
Date: PROPERTY OWNERS:
State of) On this the j� day of Q/ 19 before me, the
SS. undersigned Notary Public, personally appeared
County of ) O , /I
SING Personally known to me. D Proved to me on the basis
of satisfactory evidence.
o be the person(ss) whose name(
;i -i Q c l 4 -�'`- es ® tim ubscribed to the within instrument and acknowledged that
executed the same for the purposes therein contained. IN WI ESS
WHEREOF, I hereunto set my hand and official seal.
Present A.P. No.T9- ab-aT----
Notary Public
Q=mn ew fl(1P_BILImcwT
S
u3 rn
LL:
0a
io Q
U�
v1''..w%��.-:..�r-�t.�y..�wt�en1`,.�^"�r;.-,...fi^V.rvti-y'tlihlra✓ '4a...�;i ''Pf•i[a"s. ...+SSF '4 ^sf..,,r+... .,. ,. �. �A �..w,,. ,. ..
BUTTE COUNTY -SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM
(One Form`per Building)
A. P. Number 20 —c2C)Building Department No.
School District 090 G L E114 City Q County Jurisdiction
Property Owner ,1O (tit/ � /f �L �{iY� / /" A/�
Project Location/Address g/D,¢'i¢�/ J7�, �%�
Subdivision Lot Number,
Residential Development:
a Sq. Footage Z 3S
# of Living MHI Addition (Group R)
Units
Commercial/Industrial: Sq. Footage
New Addition (Including Exterior
Roofed Areas)
i
'Buil 'ng D partment Representative Date
*******************************************************************
(Floor Plans reviewed by School District Personnel)
District Id No.
Applicant Name
Street Address
City)
School District certifies that
.�
lJ, (Phone
yy
(State)
Numper)
Zip Code)
has complied with the requirements of Resolution No. -Q
by the payme t of $ 2,2451 Qp representing square feet.
A
chool District Repr23entative
PAID BY CHECK NO. ,3 9
BANK NO
PAID BY CASH
Date
white -applicant, yellow -building department, pink -school district
SCHOOL.FEE (8/88)
PERMIT NO: 13-92
Lake Oroville Area Public Utility District
1960 Elgin Street
OROVILLE, CALIFORNIA 95966
533-2000
DISTRICT APPROVAL AND
VERIFICATION OF INSPECTION
BUILDING SEWERS
This verification form must be submitted to the Butte County -Department of Public
Works Building Department prior to issuance of a building or occupancy permit,
whichever is applicable.
Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy
of this verification form, signed off by Lake Oroville Area Public Utility District, must
be submitted to Butte County.
Date: February 27, 1992
Applicant: JOHN & HELEN MIMNAUGH (Better Builders Constr.)
Applicant Address:Wimbledon - San Leandro, CA 94
Applicant Phone No.: (510) 483-5417 589-2574
Property Location (s): 91 Kokanee Drive
Kelly Ridge Estates - Unit 3 - Lot 30
A. P. No. (s): 69-20-04
Fees due: All fees paid.
Application for service approved:
LAKE OROVILLE AREA
PUBLIC UTILITY DISTRICT
Inspection(s) made and successful test(s) observed:
Location:
Date:
Lake Oroville Area Public Utility District release to close permit:
Date: By:
RESIDENTIAL PLAN CHECKING GUIDE
(S.F.`, DUPLEX & MISC..ONLY)
OWNER
GENERAL
Zoning requirements: (sideyards and number
Valuation.
Plans signed by designer.
Proper description of work on application.
Existing violations on property.
Bldg. Permit #
A. P. # - -2-0'
Plan Checker L
of permitted living units).
8/91
6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc).
--I! Recorded notice of violation.
PLOT
PLAN
r.GrAding,
mplete parcel size and dimensions.
tbacks, sideyards, easements, etc.
her buildings or structures.
fills, drainage.
ood hazard.
ecial conditions on creation map,
tible, and foundations).
U & FAS road -setback.
(noise, CDF, fire sprinklers, non -comb -
Building or utilities across lot lines (Record form).
m.nn PT -AM
Complete to scale plan with dimensions.
equired windows for light and ventilation (Sec. 1205).
Required windows for second exit (Sec. 1204).
Skylights (Chapter 34 & Sec. 5207).
Human impact glass (Sec. 5406).
quired room sizes, ceiling heights (Sec. 1207).
G7CIs in baths, garage, kitchen, and exterior outlets (Article 210-8).
/Light fixtures, switches, receptacles, and exterior receptacles for main-
tenance of mechanical equipment.
:-�Locations of water heater, heating and cooling equipment, other electrical
_,,eTT. gas equipment.
0. age firewall, door size, and closer (Sec. 503(d)(3)).
1 - 3'0" exterior exit door (sec. 3304 (f).
fireplace and wood stove location, alcoves, and clearance.
Smoke detectors (Sec. 1210).
Plumbing fixtures, water closet clearances and shower size.
STRUCTURAL DETAILS
Standard bracing or engineered design (Table 25V)
Unusual shape, size, or split level house requiring lateral design.
Clerestory requiring balloon framing and/or engineering.
4 --'--Three story building requiring engineered calculations and plans.
--5-.-Foundation plan complete enough to construct building.
0 --_'Floor construction details complete enough to construct building.
LY.'"Elevations and wall construction details complete enough to construct building
448!roof construction details complete enough to construct building.
-:9--Fireplace construction details and talcs if necessary.
4@- Rafter ties or bearing ridge beam.
-1T -Garage door or porch header sizes.
- Stud heights.
-4-3--.-Adobe soils - special foundation design.
etaining walls requiring design.
Special Inspection required.
RESIDENTIAL FLAN•CFECKING GUIDE
TO LOOK OUT FOR
. Stairway details: landings, rise and run, head clearance, handrails
(Sec. 3306).
Guardrail details (Sec. 1711 & 3306(j).
Brick or stone veneer (Chapter 30).
�erior plaster - weep screeds (Sec. 4706).
P er roof pitch for roof convering (Chapter 32).
Roof covering type - (fire hazard).
Foam insulation - protection.
36" halls and stairways.
Living area over garage - complete 1 -hour separation required
including supporting walls and posts, etc.
Two exits on three-story dwellings (sec. 3303 & see Mezannines
ttic access and ventilation (Sec. 3205).
. Underfloor access and ventilation (Sec. 2516).
C
8/91
on garage side
- 1716).
ombus "on air for fuel burning appliances - L.P.G. requirements.
bise requirements on duplexes.
_445 --Energy design.
lashing at all exterior openings.
CDF responsible area requirements.
n
-- '
CALCULATIONS
FOR
''
CONCRETE MASONRY CANTILEVER RETAINING WALL
ON LAVA CAP
BETTER BUILDERS CONSTRUCTION
5263 ROYAL OAKS DRIVE
OROVILLE, CA 95966
`
CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC
^^
13I6NED
- DATE
----------------+��----------.-
, F'RANK L. TYUKOS, RCE 32434 --
ING
V� ROAD
872-0254
SUBJECT: CMU CANTILEVER RETAINING WALL
BY: FLT DATE: 10/90 JOB NO.: 07!
PROJECT: BETTER BUILDERS CONSTRUCTION
5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
SHEET 1 OF 10
DESIGN_CRITERIA�
STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY MASONRY CANTILEVER
RETAINING WALL FOUNDATIONS.
CODE 1988QBC
SUPERIMPOSED LOADS:
MIN. DL = .010 x (3+8) = .11 k/l
MAX. LL = .016 x 22 + .010 x (22-3) + .050 x 11 = 1.09 k/l
LOADING PER ABOVE IS CRITICAL FOR BOTH - SEARIN8 (INCLUDES DL+LL)
AND SLIDING RESISTANCE (MIN. DL ONLY)'
MAX. LL - ROOF LL + ADD'L LIGHT ROOF DL + FLOOR DL+LL
CALC'S PROVIDED FOR: A. 101-0" HIGH WALL - SHEETS 2,3,4,5 & 6
B. 81-8" HIGH WALL - SHEETS 7,8 & 9
CONSTRUCTION DETAIL - SHEET 10
MATERIALS:
CONCRETE - W!IMHTL UUMMMb. W|Mmu|M - Mc = Moo rnl u zu u*,n,
CMU - ULTIMATE COMPRESSIVE STRENGTH - f'm = 1500 PSI, GROUTED SOILD,
NO INSPECTION REWIRED.
REINFORCING - ASTM A615` GRADE 40,
ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF,
ALLOWABLE LATERAL DRG. PRESSURE - 200 PSF
0^rc_ a�a/rC T
-
| c�^o'm'----_-c^rc=-� ��C ;r,4//k//x/xc Ad /A
~ ----
'-
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER
-RETAINING
_WALL
_______________________-
WALL DESIGN:
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIU:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF):
YIELD STRENGTH OF REINF. - Fy (KGI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED:
ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI),'-
GRAVITY
PSI):
GRAVITY LOAD - DEAD LOAD (KIP):
- LIVE LOAD (KIP):
OVERALL HEIGHT OF THE WALL H (FEET),-
FEET):OVERALL
OVERALLHEIGHT OF THE SOIL - Hr (FEET):
THrCKNESS OF WALL - TOP (INCHES):
- BOTTOM (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE i Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN^2) 'd'(IN)____SIZE
_&-----------
SPA _(IN)
_________________________�
-----------------------------------------
--- #5
9.29
0.268 9.29
.
@ 13 9
'
MIN^ VERTICAL REINF. - .12 % (IN^2):
MIN` HORIZONTAL REINF. - .08 % (IN^2):
DESIGN REINF. - VERTICAL: #51
= .
- HORlZm|*0 05
EFFECTIVE RATIO OF REINF. - p:
MODULAR RATIO - n:
COEFFICIENT - k:
ACTUAL RATIO OF DISTANCE
COEFFICIENT - 2/kj:
ACTUAL COMPRESSIVE STRESS OF CMU - fm
(PSI):
ACTUAL TENSIONAL STRESS OF REINF. - fs
(KSI):
cw,~_~— J/7
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET Z OF "�57
LEVEL
30
0
40
2000
1500
NQ
250.00
.11
1.09
10
9
7.6
11.6
135
133
1.22
3.65
0.167
0.111
0,0033
40.0
0.400
0.867
5.765
243.62 < 250.0V
11.69 < 20.00
'°
'
FLT ENGINEERING
PROJECT : BETTER BUILDERS 5790 CLARK ROAD
JOB NO. : 0755 PARADISE, CA
DATE : 10/1990 (916) 872-0254
CALCIS BY : FLT
HEIGHT FROM TOP OF THE WALL - H2 (FEET): 7
HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6
THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6
GROUTED SOLID - WEIGHT OF GROUT (PCF4 135
AVERAGE WEIGHT OF WALL (PSF): 84
TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54
MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
----------------------------------------------------
0.138
_______________________________________________0.138 5.35 #4 @ 17.4
DESIGN REINF. - VERTICAL. 1*4 @ 161
FOOTING DESIGN:
-----------------
DENSITY
______________
DENSITY OF SOIL (PCF): 100
DENSITY OF CONCERTE (PCF): 150
OVERTURNING RATIO - MIN: 1.5
- MAX: ' 2.5
ALLOW. SOIL BEARING PRESSURE (PSF): 2500
ALLOW. LATERAL BEARING PRESSURE (PSF): 400
FRICTION COEFFICIENT - Fc: 0.35
FOOTING DEPTH (INCHES): 18
FOOTING WIDTH HEEL (INCHES): 18
- TOE (INCHES): 30
FOOTING KEY - DEPTH & WIDTH (INCHESA. 0
- BAVK TO BACK OF WALL (INCHES): 0
TOTAL WIDTH OF FOOTING (INCHES): 60
OVERTURNING FORCE - Fo (KIP):
OVERTURNING MOMENT - Mo (FT -KIP):
' TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT -KIP):
OVERTURNING RATIO - SF
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
1,65
5.79
4.53
2.59
9.20
0.47
2.13
5.00
4,17
1418.32 < 2500
395.34 > 0
1509.88 < 2500
739.78 > 0
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
CALCIS BY : FLT
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP): 3.49
MAX. MOMENT @ TOE - Mt (FT -KIP): 4.52
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
---------------------------------------------------
0. 210
--------------------------------------------------0.210 14.69 #5 @ 17.7
DESIGN TOE R
FOOTING - HEEL:
UNIFORM LOAD @ HEEL - Wv (PLF): 362.46
PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00
PRESS. @ FACE OF WALL - SPf {PSF): 176.19
MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.33
AREA REINF. (IN^2) 'dl(IN)
-------------- 0
SIZE
& SPA (IN)
-----------------------------------
----------------------------------0.014 15.69
0. 0 1 1-
#5
@ 262.1
1
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET f OF la
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
----------------- & ------------------------
WALL DESIGN:
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RAT
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF):
YIELD STRENGTH OF REINF. - Fy (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED:
ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI):
GRAVITY LOAD - DEAD LOAD (KIP):
- LIVE LOAD (KIP):
OVERALL HEIGHT OF THE WALL - H (FEET):
OVERALL HEIGHT OF THE SOIL - H. (FEET):
THICKNESS OF WALL - TOP (INCHES):
- BOTTOM (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
--------------------------------------------------
0.266
_________-_____________________________________0.268 9.29 #5 @ 13.9
MIN. VERTICAL REINF. - .12 % (IN^2):
MIN. HORIZONTAL REINF. - .08 % (IN^2):
DESIGN REINF. -
- nuR^Zum/*Lz #o @ 32
EFFECTIVE RATIO OF REINF, - p:
MODULAR RATIO - n:
COEFFICIENT - k:
ACTUAL RATIO OF DISTANCE
COEFFICIENT - 2/kj:
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI):
ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET OF 'Alo
LEVEL
30
0
40
2000
1500
NO
250.00
1.22
3.65
0.167
0.111
�
/
�T' ce^j//-I _r) z'> '�7D'
'
0.0033
40.0
0.400
0.867
5.765
243.62 < 250.00
11.69 < 20.00
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
CALCIS BY : FLT
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET 6; OF 142
HEIGHT FROM TOP OF THE
WALL - H2
(FEET):
11
HEIGHT FROM TOP OF THE
SOIL - Hr2
(FEET):
6
THICKNESS OF WALL - BOTTOM2
(INCHES):
(INCHES):
7.6
GROUTED SOLID - WEIGHT
OF GROUT (PCF):
WIDTH (INCHESY:
135
AVERAGE WEIGHT OF WALL
(PSF):
BACK OF WALL (INCHES):
84
TOTAL EARTH PRESSURE -
Fw2 (KIP):
60
0.54
MOMENT @ Hw2 - Mw2 (FT -KIP):
1.08
AREA REINF. (IN^2) 'd'(IN)
________________________________________________
SIZE & SPA
(IN)
0.138
5.35
#4 @ 17.,l-
7.4DESIGN
DESIGNREINF. - VERTICAL:
#4 0 16
FOOTING DESIGN:
----------------
______________DENSITY
DENSITYOF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
OVERTURNING RATIO - MIN:
1.5
- MAX: .
2.5
ALLOW. SOIL BEARING PRESSURE (PSF):
2500
ALLOW. LATERAL BEARING
PRESSURE (PSF):
400
FRICTION COEFFICIENT -
Fc:
0.35
FOOTING DEPTH
(INCHES):
18
FOOTING WIDTH
- HEEL
(INCHES):
l8
- TOE
(INCHES):
30
FOOTING KEY -
DEPTH-&
WIDTH (INCHESY:
0
-
BAVK TO
BACK OF WALL (INCHES):
0
TOTAL WIDTH OF
FOOTING (INCHES):
60
OVERTURNING FORCE - Fo (KIP):
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT -KIP):
OVERTURNING RATIO - SF
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
i.65
5.79
5.13
17.52
3.03
11.73
0.21
���
4.17
1291.12 < 2500
762.54 > 0
1382.68 < 2500
1106.98
SLIDING RESISTING FORCE - Fr (KIP): 2.70 > 1.65
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
---------------------------------------
WALL DESIGN:
--------------
ALL
___________
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF)*:
YIELD STRENGTH OF REINF. - Fy (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED:''
ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI):
GRAVITY LOAD - DEAD LOAD (KIP):
- LIVE LOAD (KIP)-.-
OVERALL
KIP):OVERALL HEIGHT OF THE WALL - H (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - TOP (INCHES):
- BOTTOM (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN^2)
'd,(IN)
SIZ'
&
SPA (IN)
---------------------------------------------------
_______________________________________________0.188
0.181.3
9.29
#5
@
19.B
MIN. VERTICAL REINF. - .12 % (IN^2):
MIN. HORIZONTAL REINF. - .08 % (IN^2):
DESIGN REINF. - VE
- HORIZONTAL:
EFFECTIVE RATIO OF REINF. - p:
MODULAR RATIO - n:
COEFFICIENT - k:
ACTUAL RATIO OF DISTANCE
COEFFICIENT - 2/kj:
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI):
ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET 7 0F&10
LEVEL
30
0
40
2000
1500
NO
250.00
0.96
2.56
0.167
0.111
0.0017
40.0
0.305
0.898
7.304
216.77 < 250.00
15.84 < 20.00
.
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
CALCIS BY : FLT
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
HEIGHT FROM
TOP OF THE
WALL - H2 (FEET):
6
HEIGHT FROM
TOP OF THE
SOIL - Hr2 (FEET):
5.33
THICKNESS OF
WALL - BOTTOM2
(INCHES):
7.6
GROUTED SOLID
- WEIGHT
OF GROUT (PCF):
135
AVERAGE,WEIGHT
OF WALL
(PSF):
84
TOTAL EARTH
PRESSURE -
Fw2 (KIP):
0.43
MOMENT @ Hw2
- Mw2 (FT -KIP):
0.76
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
---------------------------------------------------
0.097
_______________________________________________0.097 5.35 #4 @ 24.8
DESIGN REINF. - VERTICAL; #4 16
FOOTING DESIGN:
------------------
DENSITY
______________
DENSITY OF SOIL (PCF): 100
DENSITY OF CONCERTE (PCF): 150
OVERTURNING RATIO - MIN: 1.5
- MAX: 2.5
ALLOW. SOIL BEARING PRESSURE (PSF): 2500
ALLOW. LATERAL BEARING PRESSURE (PSF): 400
FRICTION COEFFICIENT - Fc: 0.35
FOOTING DEPTH (INCHES); 18
FOOTING WIDTH - HEEL (INCHES): 12
- TOE (INCHES): 24
FOOTING KEY - DEPTH & WIDTH (INCHES): 0
- BAVK TO BACK OF WALL (INCHES): 0
TOTAL WIDTH OF FOOTING (INCHES): 48
OVERTURNING FORCE - Fo (KIP):
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT -KIP):
OVERTURNING RATIO - SF
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3).
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
10
4.73
0.61
2.09
2.67
1636.91 < 2500
68,05 > 0
1711.85 < 2500
538.11 > 0
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
CALCIS BY : FLT
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
MAX. MOMENT @ TOE - Mt (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
------------------------------------------
0.150 14.69 #5 @ 23.5
DESIGN TOE RE
3.02
3.40
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET F OF //'�
Br _.....SGT... ... C A T E ./O._.90 SUI.'£C'•�-f-�!••/ I,./�•.-• tC� /SIT/L C'
SHEET NO. /Q.OF..
J05 NC. -� 0 7SS__...._.._ i
CONST. 4 4 o Ye & 1 C MU wft G L. 4s
SEE �GifNS ---- REQD !/P TO 4=O "1,,Y4X.
I
"4 C 32 0 , a, h'OiP/Z,
'5
/6"c.c. G�
CGu/T,. /y2 'KFY /2
L,4V,a --- -
3 SCG Fath'
s-04 e X. f
4-#4 e e:
CONT. SPF. /�t/F
is;®
TY,=, C' civ
A S
*2 T/ES C
WA L A .
.F%
N
�,�..• fir.:...
/5/OTE e4
-- CONT, CONC,
� Q�pf ESSIpNq
/ck�
N
w No.32434 rn
Cl
q�F �F `A1 �F���
C,��vTIL �Y�,��o ,�fTA l/�//�C/G
/DOTES : /, z:)(f
7-0 d.r YL/�,yT p/
F LV 5790 CLARK RD_pMa�H[E[E "l,Ma
9 (916) B72-02 54
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Prdject Title.......... Residence for Mimnaugh Date........ 03/04/92
Project Address........ 91 Kokanee Drive
Oroville
Documentation Author... Neal Kuopus
Company.... .......... CALCTECH
Telephone.............. (916) 589-4219
Compliance Method...... MICROPAS3 by Enercomp, Inc.
Climate Zone........... 11
Field Check Date
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -FORM CF -1R
User#-MP1320 User-CALCTECH Run -Proposed Residence
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type.. .. ..... ...
Building FrontOrientation.
Number of Dwelling Units...
Number of Stories..........
Floor Construction Type....
Infiltration Control.......
COUNTY OF
BUTTE
2359 sf
Single Family DetachecMAR a 1992
Front Facing 45 deg (NE)
1
2
Raised Floor
Standard
GLAZING
Glazing
BUILDING SHELL INSULATION
Component
Insul
Exterior
Type
R -value
Location/Comments
Wall
R-19
FRONT ENTRY, FRONT, RIGHT, TO GARAGE
Shading
Shading Overhang
LEFT, BACK, TO ATTIC
Door
R-0
FRONT ENTRY, TO GARAGE, RIGHT, BACK
S1abEdge
R-0
SLAB EDGE
F1oorExt
R-19
TO OPEN/GARAGE
Roof
R-38
FLAT CEILING, TILT CEILING
GLAZING
Glazing
Area
# of
Interior
Exterior
Framing
Orientation
(sf)
Panes
Shading
Shading Overhang
Type
Door Front
(NE)
10
2
DRAPES
None
Yes
Wood
Window Front
(E)
40
2
DRAPES
50% BUG SCREEN
None
Metal
Window Left
(S)
96
2
DRAPES
50% BUG SCREEN
None
Metal
Window Front
(E)
120
2
DRAPES
50% BUG SCREEN
Yes
Metal
Window Right
(N)
88
2
DRAPES
50% BUG SCREEN
Yes
Metal
Window Back
(W)
28
2
DRAPES
None
None
Metal
Window Back
(W)
7 2
DRAPES
50% BUG SCREEN
None
Metal
1�
THERMAL MASS
Area
Thickness
Hard Surfaced/
Type
(sf)
(in)
Exposed
Location/Comments
S1abOnGrade
131
4.0
Yes
LOWER
S1abOnGrade
464
4.0
No
LOWER
InteriorVert
40
4.0
Yes
FIREPLACE
InteriorHorz
22
4.0
Yes
FIREPLACE
InteriorHorz
86
1.0
Yes
ENTRY
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page,2 CF -1R
Project Title.......... Residence for Mimnaugh Date........ 03/04/92
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -FORM CF -1R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Assumed System
HeatPump
Air Conditioner
ASSUMED HVAC SYSTEMS
Assumed
Duct
Duct
Efficiency
Location
R -value
8.0 HSPF
0.92
R-5.7
13.60 SEER
0.92
R-5.7
ACTUAL HVAC
SYSTEMS
Actual Output Manufacturer and Model #
Actual System Efficiency (Btuh) (or. approved equal)
Heating
Cooling
Cooling Coil
8.OHSPF 55500 Lennox HP21-651
13.6SEER 58000 Lennox HP21-651
Lennox CB21-651
CEC Maximum Output for Gas Central Furnaces: O/A Btuh
WATER HEATING SYSTEMS
Tank
Capacity Manufacturer and Model #
System Type (gal) (or approved equal)
Energy
Credits
Storage, Electric 35.6 STATE 520 TURBO TV-40-KLS None
SPECIAL FEATURES/REMARKS
R-5.7 duct insulation required
R-19 floor insulation required
R-19 wall insulation required per Form 3s
R-38 insulation required in ceilings per Form 3
Dual pane glazing with metal frames required per elevations
HP1: Lennox HP21-651 at 8.OHSPF & 55500Btu/hr.
AC1: Lennox HP21-651 with CB21-651 fan/coil
AC1: 13.6SEER at 58000Btu/hr.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
Project Title.......... Residence for Mimnaugh Date........ 03/04/92
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -FORM CF -1R
User#-MP1320 User-CALCTECH Run -Proposed Residence
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title 24, Chapter 2-53 and Title 20,
Chapter 2, Subchapter 4, Article 1 of the California Administrative code.
This certificate has been signed by the individual with overall design
responsibility and the building owner, who shall retain a copy of it and
transmit the certificate to any subsequent purchaser of the building. When
this certificate of compliance is submitted for a single building plan to
be built in multiple orientations, all building conservation features
which vary are indicated in the Special Features/Remarks section.
DESIGNER
Name.... John Starr
Company. Better Builders
Address. 5263 Royal Oaks Dr.
Oroville CA 95966
Phone... (916) 589-2574
License. 323225
Signed
(date)
DOCUMENTATION AUTHOR
Name.... Neal Kuopus
Company. CALCTECH
Address. Drawer G
Feather Falls,
Phone... (916) 589-4219
OWNER
Name.... John & Helen Mimnaugh
Company.
Address.
Phone...
Signed
(date)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
CA 95940
Phone...
Signed QLt f`�C(.�_?_�_�,(/L_ _ 3/4 '9' Signed
(date) (date)
COMPUTER METHOD SUMMARY Page 1 C -2R
Project Title.......... Residence for Mimnaugh Date........ 03/04/92
Project Address........ 91 Kokanee Drive
Oroville
Documentation Author... Neal Kuopus
Company ................. CALCTECH
Telephone .............. (916) 589-4219
Compliance Method...... MICROPAS3 by Enercomp, Inc.
Climate Zone........... 11
Field Check Date
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
MICROPAS3 ENERGY USE SUMMARY
Energy Use
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating..........
32.63
19.90
12.73
Space Cooling..........
17.79
14.07
3.72
Water Heating..........
8.65
16.06
-7.41
Total
59.07
50.03
9.04
*** Building complies ***
GENERAL INFORMATION
Conditioned Floor Area..... 2359 sf
Building Type .............. Single Family Detached
Building Front Orientation. Front Facing 45 deg (NE)
Number of Dwelling Units... 1
Number of Building Stories. 2
Weather Data Type.......... ReducedYear
Floor Construction Type....
Raised Floor
Number of Building Zones...
1
Conditioned Volume.........
20545 cf
Footprint Area.............
1795 sf
Slab -On -Grade Area.........
594 sf
Glazing Percentage.........
19.2 % of FA
Average Ceiling Height.....
8.7 ft
BUILDING ZONE
INFORMATION
Floor
Vent
Special
Cond- Area Volume
# of Thermostat
Height
Vent Area
Zone Type itioned (sf) (cf)
Units Type
(ft)
(sf)
HOUSE
Residence Yes 2359 20545
1.00 Setback
8.0
n/a
COMPUTER METHOD SUMMARY Page 2 C -2R
Project Title.......... Residence for Mimnaugh Date........ 03/04/92
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
OPAQUE SURFACES
Area U- Insul Act Solar Location/ Form 3
Surface (sf) value R-val Azmth Tilt Gains Comments Reference
HOUSE
1
Wall
16
0.063
R-19 45
90
Yes
FRONT ENTRY
2
Door
10
0.330
R-0 45
90
Yes
FRONT ENTRY
3
Wall
137
0.063
R-19 90
90
Yes
FRONT
4
Wall
55
0.063
R-19 315
90
Yes
RIGHT
5
Wall
114
0.064
R-19 360
90
No
TO GARAGE
6
Door
18
0.330
R-0 360
90
No
TO GARAGE
7
Wall
202
0.064
R-19 270
90
No
TO GARAGE
8
Wall
180
0.062
R-19 180
90
Yes
LEFT
13
Wall
370
0.063
R-19 90
90
Yes
FRONT
14
Wall
244
0.062
R-19 360
90
Yes
RIGHT
15
Door
20
0.330
R-0 360_
90
Yes
RIGHT
16
Wall
282
0.062
R-19 270
90
Yes
BACK
17
Door
20
0.330
R-0 270
90
Yes
BACK
18
Wall
296
0.062
R-19 180
90
Yes
LEFT
19
F1oorExt 1201
0.049
R-19 0
0
No
TO OPEN/GARAGE
20
Wall
88
0.066
R-19 45
90
No
TO ATTIC
21
Roof
1141
0.025
R-38 0
0
Yes
FLAT CEILING
22
Roof
335
0.025
R-38 180
13
Yes
TILT CEILING
23
Roof
289
0.025
R-38 360
13
Yes
TILT CEILING
0.77
DRAPES
0.66
10
PERIMETER
LOSSES
2
Metal
Fixed
0.65
Length
F2
Insul
DRAPES
0.66
11
Window
Surface
(ft)
Factor
R-val
Location/Comments
270
90
HOUSE
DRAPES
0.66
12
Window
56
2
Metal
9 S1abEdge
51
0.720
R-0
SLAB EDGE
DRAPES
0.66
10 S1abEdge
9
0.900
R-0
SLAB EDGE
11 S1abEdge
31
0.500
R-0
SLAB EDGE
12 S1abEdge
12
0.550
R-0
SLAB EDGE
GLAZING SURFACES
z
SC
Interior
SC
Area
# of
Frame
Open
U-
Act
Glass
Shade
Gls+
Surface
(sf)
Panes
Type
Type
value
Azmth
Tilt
Only
Type
Shade
HOUSE
1
Door
10
2
Wood
Hinged
0.65
45
90
0.67
DRAPES
0.57
2
Window
40
2
Metal
Slider
0.65
90
90
0.77
DRAPES
0.66
3
Window
40
2
Metal
Slider
0.65
180
90
0.77
DRAPES
0.66
4
Window
40
2
Metal
Slider
0.65
90
90
0.77
DRAPES
0.66
5
Window
60
2
Metal
Slider
0.65
90
90
0.77
DRAPES
0.66
6
Window
20
2
Metal
Slider
0.65
90
90
0.77
DRAPES
0.66
7
Window
30
2
Metal
Slider
0.65
360
90
0.77
DRAPES
0.66
8
Window
18
2
Metal
Slider
0.65
360
90
0.77
DRAPES
0.66
9
Window
40
2
Metal
Slider
0.65
360
90
0.77
DRAPES
0.66
10
Window
28
2
Metal
Fixed
0.65
270
90
0.77
DRAPES
0.66
11
Window
70
2
Metal
Slider
0.65
270
90
0.77
DRAPES
0.66
12
Window
56
2
Metal
Slider
0.65
180
90
0.77
DRAPES
0.66
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title.......... Residence for Mimnaugh Date........ 03/04/92
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
OVERHANGS
Area
Window Overhang
Overhang
Surface
(sf)
Height Length
Height
HOUSE
1 Door
10
6.0 8.5
2.5
4 Window
40
5.0 2.0
0.3
5 Window
60
6.7 8.0
2.2
6 Window
20
5.0 8.0
1.2
7 Window
30
5.0 2.0
0.3
8 Window
18
3.0 2.0
0.3
9 Window
40
6.7 2.0
0.3
EXTERIOR SHADING
Area
Shading
SC of
Surface
(sf)
Type
Ext Shade
HOUSE
2 Window
40
50% BUG SCREEN
0.84
3 Window
40
50% BUG SCREEN
0.84
4 Window
40
50% BUG SCREEN
0.84
5 Window
60
50% BUG SCREEN
0.84
6 Window
20
50% BUG SCREEN
0.84
7 Window
30
50% BUG SCREEN
0.84
8 Window
18
50% BUG SCREEN
0.84
9 Window
40
50% BUG SCREEN
0.84
11 Window
70
50% BUG SCREEN
0.84
12 Window
56
50% BUG SCREEN
0.84
THERMAL MASS
Area Thick
Heat
Conduct- Surface
Mass Type
(sf) (in)
Cap
ivity R -value
Location/Comments
HOUSE
1 S1abOnGrade
131 4.0
28.0
0.98 R-0
LOWER
2 S1abOnGrade
464 4.0
28.0
0.98 R-2
LOWER
3 InteriorVert
40 4.0
21.0
0.59 R-0
FIREPLACE
4 InteriorHorz
22 4.0
21.0
0.59 R-0
FIREPLACE
5 InteriorHorz
86 1.0
24.0
0.67 R-0
ENTRY
HVAC SYSTEMS
Minimum
Duct
Duct Duct
System
Type Efficiency Location
R -value Efficiency
HOUSE
HeatPump
8.0 HSPF
0.92
R-5.7 0.920
Air Conditioner 13.60
SEER
0.92
R-5.7 0.920
COMPUTER METHOD SUMMARY Page 4 C -2R
Project Title.......... Residence for�Mimnaugh Date........ 03/04/92
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -FORM C -2R
User#-MP1320 User-CALCTECH Run -Proposed Residence
Capa-
System # of city
Type Heaters (gal)
Storage
Electric 1 36
WATER HEATING SYSTEMS
Effic- Standby Input
iency Loss Rating
0.990 RE 0.84% 5 kW
SPECIAL FEATURES/REMARKS
R-5.7 duct insulation required
R-19 floor insulation required
R-19 wall insulation required per Form 3s
R-38 insulation required in ceilings per Form 3
Dual pane glazing with metal frames required per elevations
HP1: Lennox HP21-651 at 8.OHSPF & 55500Btu/hr.
AC1: Lennox HP21-651 with CB21-651 fan/coil
ACI: 13.6SEER at 58000Btu/hr.
Pilot
Size
(Btuh)
Credits
n/a NONE
HVAC SIZING Page 1 HVAC
Project Title.......... Residence for Mimnaugh Date........ 03/04/92
Project Address........ 91 Kokanee Drive
Oroville
Documentation Author... Neal Kuopus
Company ................ CALCTECH
Telephone .............. (916) 589-4219
Compliance Method...... MICROPAS3 by Enercomp, Inc.
Climate Zone........... 11
Field Check Date
MICROPAS3 v3.01 File-MIMNAUCO Weather-CTZ11 Program -HVAC SIZING
User#-MP1320 User-CALCTECH Run -Proposed Residence
GENERAL INFORMATION
Floor Area ................. 2359 sf
Volume.... .............. 20545 cf
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
Shading Used ............... Yes
Latent Load Fraction....... 0.40
Description
HEATING AND COOLING LOAD SUMMARY
Heating Cooling
(Btuh) (Btuh)
Opaque Conduction and Solar...... 12670 6280
Glazing Conduction............... 11752 7639
Glazing Solar .................... n/a 14635
Infiltration ..................... 11686 4798
Internal Gain .................... n/a 2100
Ducts ............................ 3611 3545
Sensible Load .................... 39719 38997
Latent Load ...................... n/a 15599
Total Load' 39719 54596
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
CEC Maximum applicable for gas central furnaces only
PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R
Project Title:
Date:
Project Address: Location:Oroville RS
Documentation Author:Neal Kuopus for CALCTECH Tel.:(916) 589-4219
Building Permit No.
Checked By: Date:
Enforcement Agency Use Only
Assembly Name:ATCRRI9WALL Assembly Type:WALL
Assembly
Tilt:90
Framing Material:WOOD Framing Spacing:16"o.c.
Framing
%:15%
Framing Size•2X6
List of Construction Components
R -Value
Cavity
Frame
Outside Surface Air Film
0.17
0.17
1.Building Paper
0.06
0.06
2.R-19 Insulation
17.80
----
3.2x6 Framing
-----
5.45
4.0.5" Gypsum Board
0.45
0.45
5.
6.
7.
8.
9.
Inside Surface Air Film
0.68
0.68
Total Unadjusted R -Values:
19.16
6.81
RC
Rf
Framing Adjustment Calculation:
(if applicable)
0.0522 x 0.85 + 0.1468 x 0.15 = 0.0664
Total U -Value
1/0.0664 = 15.06
Total R -Value
Sketch of Construction Assembly
PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R
Project Title:
Project Address:
Documentation Author:Neal Kuopus for CALCTECH
Date:
Location:Oroville RS
Tel.:(916) 589-4219
Building Permit No.
Checked By: Date:
Enforcement Agency Use Only
Assembly Name:GARRI9WALL Assembly Type:WALL Assembly Tilt:90
Framing Material:WOOD Framing Spacing:16"o.c. Framing %:15%
Framing Size:2X6
List of Construction Components
Outside Surface Air Film
1.0.625" Gypsum Board
2.Building Paper
3.R-19 Insulation
4.2x6 Framing
5.0.5" Gypsum Board
6.
7.
8.
9.
Inside Surface Air Film
Total Unadjusted R -Values:
Sketch of Construction Assembly
R -Value
Cavity
Frame
0.17
0.17
0.56
0.56
0.06
0.06
17.80
-----
-----
5.45
0.45
0.68
19.72
Rc
0.45
0.68
7.37
Rf
Framing Adjustment Calculation:
(if applicable)
0.0507 x 0.85 + 0.1357 x 0.15 = 0.0635
Total U -Value
1/0.0635 = 15.75
Total R -Value
PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R
Project Title:
Project Address:
Documentation Author:Neal Kuopus for CALCTECH
Date:
Location:Oroville RS
Tel.:(916) 589-4219
Building Permit No.
Checked By: Date:
Enforcement Agency Use Only
Assembly Name:MASRI9WALL Assembly Type:WALL Assembly Tilt:90
Framing Material:WOOD Framing Spacing:16"o.c. Framing %:15%
Framing Size•2X6
List of Construction Components
Outside Surface Air Film
1.Hardboard Siding
2.Building Paper
3.R-19 Insulation
4.2x6 Framing
5.0.5" Gypsum Board
6.
7.
8.
9.
Inside Surface Air Film
Total Unadjusted R -Values:
Sketch of Construction Assembly
R -Value
Cavity
Frame
0.17
0.17
0.67
0.67
0.06
0.06
17.80
-----
-----
5.45
0.45
0.68
19.83
RC
0.45
0.68
7.48
Rf
Framing Adjustment Calculation:
(if applicable)
0.0504 x 0.85 + 0.1337 x 0.15 = 0.0629
Total U -Value
1/0.0629 = 15.90
Total R -Value
PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R
Project Title:
Date:
Project Address: Location:Oroville RS
Documentation Author:Neal Kuopus for CALCTECH Tel.:(916) 589-4219
Building Permit No.
Checked By: Date:
Enforcement Agency Use Only
Assembly Name:DFR19WALL Assembly Type:WALL
Assembly
Tilt:90
Framing Material:WOOD Framing Spacing:16"o.c.
Framing
%:15%
Framing Size•2X6
List of Construction Components
R -Value
Cavity
Frame
Outside Surface Air Film
0.17
0.17
1.0.625" Plywood
0.77
0.77
2.Building Paper
0.06
0.06
3.R-19 Insulation
17.80
-----
4.2x6 Framing
-----
5.45
5.0.5" Gypsum Board
0.45
0.45
6.
7.
8.
9.
Inside Surface Air Film
0.68
0.68
Total Unadjusted R -Values:
19.93
7.58
RC
Rf
Framing Adjustment Calculation:
(if applicable)
0.0502 x 0.85 + 0.1319 x 0.15 = 0.0624
Total U -Value
1/0.0624 = 16.03
Total R -Value
Sketch of Construction Assembly
PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R
Project Title:
Project Address:
Documentation Author:Neal Kuopus for CALCTECH
Date:
Location:Oroville RS
Tel.:(916) 589-4219
Building Permit No.
Checked By: Date:
Enforcement Agency Use Only
Assembly Name:CSR38CC2412 Assembly Type:ROOF Assembly Tilt:0-22
Framing Material:WOOD Framing Spacing:24"o.c. Framing %: 7%
Framing Size:2x6
List of Construction Components
Outside Surface Air Film
1.Asphalt Shingles
2.Building Paper
3.0.5" Plywood
4.3.5"+ Air Space
5.R-19 Insulation
6.R-19 Insulation
7.2x6 Framing
8.0.5" Gypsum Board
9.
Inside Surface Air Film
Total Unadjusted R -Values:
Sketch of Construction Assembly
R -Value
Cavity
Frame
0.17
0.17
0.44
0.44
0.06
0.06
0.62
0.62
0.80
0.80
19.00
19.00
19.00
-----
-----
5.45
0.45
0.45
0.61
41.15
R
C
0.61
27.60
Rf
Framing Adjustment Calculation:
(if applicable)
0.0243 x 0.93 +.0.0362 x 0.07 = 0.0251
Total U -Value
1/0.0251 = 39.84
Total R -Value