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Y 069 250 .130"A PERMIT#95 2023' '
?DEL GRAino ADE
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5347,Treasure4Hi11sDr"; Oroville. �.
F ,,""Cont:- B.etter;'Builders: Const'
f Add Patio Cover[SF'
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RESIDENTIAL
069-250-025 PERMIT#95-2O23����
DEL GRANDE, Dino
5347 Treasure Hill Dr., Oroville
Cont: Better Builders Const.
Add Patio Cover/SF
JOB FINALED (Date)
Signature "�
V=OK
O = Not OK
= NotRea�1e
dyMOBILE HOMES
Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Locatlon-Test-Fall-C/O Concrete
4. Water; Location -Teat -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Teat -Wrap: / /"L"ft.
/ /"Net. or/ P'L"ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a
1. Zoning Requirements -Setbacks Easements
2. Footings; Size -Spacing -Marriage Line
3.. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Teat -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
MISCELLANEOUS
Date/Initial OEC0a2XtWjrA1IPORTS, GARAGES Plana OK except #'s
o Requirements -Setbacks -Easements
ootings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Graders and/or Joist king -Bracing -Stairs -Rails
4. Wood Awn.; Posts-ealWagi�R tors
Sht .F .-8racj�@
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doom
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mash
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 -Pane lboards-Ins. to Mein in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
V=OK
O=Not OK
= Not Applicable RESIDENTIAL
= Not Ready
Date/Initials UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks -Easements -Flood -Slope
2. Ftg., Main; Soils -Elea. Grnd.-/ P' Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ttg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Access & Ventilation
16. Insulation
Date/Initials PLUMBING (Permit) OK except #'s
16. Water Htr.; Vent -Access -Combustion Air -Baffle
17. Water Pipe; Test & Anchor -Nail Protection
18. D.W.V.; Test -Fittings & Anchor-Naii Protection
19. Shower Pan; Test, First Floor -Tub Access
20. Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe; Size & Anchors
Date/initials ELECTRICAL (Permit) OK except #'s
22. Fixture & Transformer Clearance -Ins. Protection
23. Elec. Receptacles Spacing -Lights & Switches at Doors
24. Size Boxes & No. of Conductors -Stapled
25. Romex Installed Close to Edge of Studs & C.J.
26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water
27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI
28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga.
Cu or Al
29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al.
Insulated Neutral ❑ Yes ❑ No
30. Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Panels -Motors -Mach. Equip.
32. Clothes Closet Light -Shower Light -Spa Light
33. Smoke Detector
Date/initials MECHANICAL (Permit) OK except #'s
34. A.C. Ducts Insulation & Support
35. 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/Initials FRAMING (Plans) OK except #'s
39. Sils, Proper Material & Anchors
40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
41. Bearing Walls over Girders & Floor Nailing
42. Draft Stop in Walls (rat proof)
43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
44. Headers & Beam -Size & Bearing
Single & Duplex)
Date/Initials FRAMING (Continued)
45. Hangers -Post Caps -Anchors -Connectors
46. Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng.
47. Fireplace Ties or Type A Flue -Fireplace Throat clearance
48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
50. Garage Fire Protection Framing
51. Property Line Firewall & Openings
52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits
53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54, plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding -Nailing Veneer
56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
57. Glazing Area -Glass Protection -Skylights -Plastic
58. Shear Walls; Nailing -Bolts
59. Insulation -Wells -Ceilings
60. Infiltration -Walls -Windows
Date/Initials FINAL (Plans) OK except #'s
61. Ext. Steps -Door & Sidelight Protection -Landings
62. Smoke Detector
63. Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
64. Bedroom Exiting
65. G.F.I. & Bath Fixtures & Tub Access -Spa
66. Elec. Trim & Subpanel; Breaker Sizes & Labels
67. Stairs & Rails
68. Fireplace or Stove; Clearances -Hearth
69. Elec. Outlets at Wood Panel; Int. & Ext.
70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
71. Elec. Outlets & Receptacles at Kit. Counter
72. Garage Fire Door•, Swing -Landing -Closer
73. A.C. Duct in Garage -Damper
74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage; Above Floor -Mach. Protection
75. Plb., Elec. & Mach. Equip. Listed for Location
76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection
77. Insulation -Foam -Looked in Attic ❑ Yes
78. Guard Rails & Deck Construction -Post Caps
79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No;
Planters ❑ Yes ❑ No
81. Stucco; Brown -Finish
82. A.C. Unit; Disconnect, Electrical, Plumbing
83. Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to
Openings
84. Water Well; Disconnect, Electrical, Plumbing
85. Exterior Elec. Trim; G.F.I. Receptacle -Underground
86. Ventilation Throughout House
87. Glass Protection
88. Corrections from Previous Inspections
89. Gas Test -Meters Tagged; Gas -Electric
90. Water & Sewer Connected -C/O to Grade -HD Approval
91. Energy Compliance Certificate -Other Certificates
Comments at Final:
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 � aoPER T NO.
APPLICATION AND PERMIT -w(
ASSESSOR PARCEL NUMBER 069-250-025
ZONING RTI
BUILDING PERMIT
OWNER DINO DEL GRANDE
TELEPHONE
I
SO. Fr. OCC. BUILDING VALUATI N
OWNERS MAILING ADDRESS
130 PARKVIEW DR SAN BRUidO, 94066
CONTRACTOR'S NAME
BETTER BUILDERS
TELEPHONE
589-2574
CONTRACTORS MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNIWOWN
Total Valuation $
LENDER'S MAIUNG ADDRESS
Filing Fee
$ 20,00
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ 40. 95
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Energy Plan Checking Fee
$
Penalty
$
BUILDING ADDRESS 5347. TREASURE HILL
PERMITFEE $ 123.95
OROVILLE 95965
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
LAT NO.
SUBDNISION'S NAME
PARCEL MAP
Solar or heat pump water heater
23,00
USE OF STRUCTURE
SF IX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
TYPE OF WORK
New ❑ Addition ❑ XRemodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: PATIO COVER
Mobile Home IS I GI W @20.00
PERMITFEE S
Contractor
ELECTRICAL PERMIT Filina Fee 20:00
Main Service eoov oR LEss
( 200A OR LESS )
23.00
Main Service ( 200A TO I000A )
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
with Section 7000 of Division 3 of the Business and Professions Code,
9 (commencing )
and my license is in ce and effect.
fu r
License Class Lic. No. �
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
wi a work, and the structure is not intended or offered for sale.
as owner of the property, am exclusively contracting with licensed contractors
to_ construct the project.
❑ I am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUR
OR ADONS. ( a ACC. BLDS. )
SO,
3.50 FT.
NEW CONST. MULTI.OUTLET
NON-RESID. ( BRANCH CIRCUITS )
@7.50
POWER APPARATUS
8
(SINGLE OUTLET CIR. )
Ex. Occup. (OUTLET OR FIXTURES
20 @ 1•
1.00
BAL so
6c. Occup. OUTLETS RES D.APPLNSDEA
( )
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE
$
Contractor
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
copperisation, as provided for by section 3700 of the Labor Code, for the
_Vgrformance of the work for which this permit is issued.
ipel',,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
PERMITFEE
$
Contractor
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compen ti n provisions of section 3700 of the Labor Code, I shall
forthwith compl a provisions.
X Date
Signat of Applic t`- ❑ Owner ❑ Contractor ent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
oer
CONST. TYPE
TOTAL FEE $ 123.95
HA2.
D. FEES
—
IMP FLOOD
_
CDF
PARCEL
PD H
ISSUy
V/
This permit is hereby issued under the
of the Butte County Code and/or
indicated above for which fees have
BYAAEZ
PERMITEXPIRESON
applicable provisions
Resolutions to do work
been paid.
q� 2
ate
., 1 6
(D.
ReceiptNo. 130992
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
-
COUNTY OF BU ITE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
} 1469 HumboldtaRoad 6bco, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (516) 872-6307
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above addre s nd should be corrected. Please notify this office when correction of work
is complete . f you have any questions pertaining to this matter, or need additional explanation,
please tact this office immediately.
r n c!�- C�
Date U /10 Inspector
REV 10192
PLACE RECORD OF QUALIFICATION
PHOTO
HERE NAME James Iverson
ss No. 567-70-7743
STREET 2650 Ludlum Ave
CITY Palermo CA 95968
ZIP___q54gf pATE_ 111A�
CENTRAL WELD AGENCY, 916 1!5.0195
4877 PALADMA ST. S/{„ CA 95941
WELOING PROCESS SMAW
PIPE NA
PLATE _ A3� 5
POSITIONS 2G J1 4
ELECTROOE E11018 \`S•.
SIZE_},/8" CLASS-- F4 STAMP
QUALIFIED PER__AWS RI -0
CWA SIG.
DUVAL BLACM;:•:!
6609 Upper Palermp ltd,
Oroville, CA 95966
(916) 533.0544
1Ae we Id
N -k
RECORD OF WELDING
CONTRACTOR CWA
SIG.
Jim Iverson & Son We
Same
Same
Same
Same
Same
Same
Same
Same
Same
Same
4
DATE
12/89
6/90 !
12/90 k
i
6/91
12/91
6/92
12/92
6/93
.12/93
6/94
12/94 I
6/95
NOTE: This card must be returned for
documentation every 6 months.
Fo r
t! e S,A Q IBJ
COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7CO[fJNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916)53$-7541
1 PERMIT APPLICATION DATA SHEET
OWNER_ 1 A] A. P. No.
Proposed Building Use -/O o v F Building Inspector Date
At time of permit application, i OS advised the following 1 to must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
All items have been s itted............................ .............
2Plot plans, 3/4 set s1gn. _ .reparer of plans.
. ......................... .
omplete plans, 3/4 s y preparer of plans . ......................
7 4.• Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material Form . ............................................
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings . ......................
8. Engineered truss details and layout in duplicate (required prior to plan check). ....
-9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...........
10. Fees of $ . ............................... ...........
Impact fees as shown on attached schedule. ............................. .
12. California Department of Forestry plan approval/fees. ....................... .
13. Flood elevation letter (100 year flood) by California Engineer . ................. .
Sanitation and plot plan approval n1Z0VjLcf_ Health Department .
. City of Chico plumbing permit. ............................ I.............
16. Plot plan and business license approval from City of Biggs/Gridley. .............
17. Planning approval for (A) Use: (B) Parking:
18. Contact Land Development about (A) Improvements (B) Drainage. .......... .
19. Driveway permit (construction approval required prior to occupancy). . .
st
20. Pre -inspection for to BInspec°
p required. . to Building Inspector (Date)
21. Contractor's license information. (No., Name Style, Classification) . .............. y
22. Certificate of Workmans Compensation Insurance . ..........................
23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... .
24. Recorded copy of Agricultural Acknowledgement Statement. ..........��,� .....
25. Letter of signature authorization. '=`
........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a public road... . .
27. Letter of intent on building use . .........................................
28. Mobilehome utility clearance . ..........................................
29. Documentation of legal access . ..................... :..................
30. Documentation of 50% subdivision developed or (A) Road improvements completed,
and (B) Parcel meets zoning area and frontage requirements . ...............
31. Existing violations/expired permits . ......................................
32. Plan check list . .....................................................
33.
34.
When yop issue the permit, process as follows: Mail to owner. Mail to contractor.
_ /Telephone -• nd hold for pickup at in Ae,6 office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitted prior t . per it issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Plans checked by G) B G,oAtDate 9 - S -cl Plans approved by C, 6 tis Date
2-- Sets of plans on hold in File cabinet k AP folder
Copy - Department of Public Works
RESIDENTIAL �_ — ---
064-25-0-025'
91-3974
DEL GRANDE , t I NO & ARL -ENE
CONTR: BETTER BUILDERS
5347 TREASURE HILL DR, OROVI•LLE
NEW SINGLE FAMILY
�; �L.,, .q � �� .��s� • ��� J„,sem. - �✓�-•
1-21
z
A
:t
fy
y OFFICE COPY
Address
a
I GAS Date
Meter By
ELECTRIC ,/��y��
{ Meter By Dat
I
OFFICE COPY
Address
GAS I Dak.�'
Meter By
ELECTRIC Date
Meter By ,.
JOB FINALED (Date)
Signature
J=OK
0,= Not OK'
= Not Readyable MOBILE HOMES
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / /"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 6-1
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
r
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- Bea ms- 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 ` 1
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 -Panel boards -Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
A
J=OK
O = Not OK
- =
Not Applicable
Not Ready RESIDENTIAL (Single
=
Date A 4qNDERELOOR (Plans) OK except ##'s
& Duplex)
Date -FRAMING (Continued)
-��- oning-Setbacks-Easements-Flood-Slope
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
4. Ftg., Por s & D ks; Soils -Steel-/ Ftg. Depth
5. Ste ails M ; S Bl ?�c44Wrappecl
_) 6. Ste IIs, G e; 81 outs -Wrapped
6a. Hold Downs and Special Anchors
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
.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- up rt -Ins.
14. Girders -Sills -Anchor Bolts -J - ent -Cripp a
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 ti's
VjMer Htr. -e " ccess-Combustion Air -Baffle
- =--- ----------------------------
r Pipe: Test & Anchor -Nail Protection
D.W.V.: Test -Fittings & Anchor -Nail Protection
------- --------- - ----------------
I< her Pan: Test. First Floor -Tub Access
------- --- -- ---------------------------
est Tub & Shower. Second Floor -Tub Access
----------------------
--------------
4-21- Gas Pipe: Size & Anchors - - --
Date - - -Card B_1 --- - Date- Card B_t
-------------------
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except ti's
__-- *22. FiFixture_& Transformer Clearance -Ins. -Protection
23.
-- - -4I-ec. Receptacles Spacing -Lights & Switches at Doors ------------
----------------------------------------
-- of Conductors -Stapled
-- 5. Romex Installed Close to Edge of Studs & C.J.
---- -
Equip. Ground made'up w!Mech. Fastners-Bond Gas & Water
----------------------------------------------------
-------- - 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI
-- - ---------------------------------'-------------------------
28. Subfeed Wire Size i i ga. Cu or AI-A.C. Wire Size ! ! ga.
Cu or At
,,�I--------------
29. Range CircAral
ga.tGor -AI�- Cn Circ. / / ga. Cu or Al.
Insulated PYes ❑ No
------ -----------------------------------------------------------------------
30. Service -Riser Conductors & Ground -Main Disconnect
-- ---
31. Equip Clearances -Pane Is Motors-Mech. Equip.
32. Clothes Closet Light -Shower Light -Spa Light
----- --- -- --------------------- -----
---------------
-- - 33. Smoke Detector
----------------------------------------------------------------------------------
Date Card -B-1 Date Card B -t
------------------ --------- - -----------------------------
Date Card B-1 Date Card B-1
Date MEC ICAL (Permit) OK except ti's
A.0 ucts Insulation & Support
35 ent :Exhaust above insulation
------------- - .....
- - - - ------------------ --- -------- -------------
on nsate Drain & Overflow: Size & Grade
------- - -- ----------------------------- ---- - ----
--- - - - -
ance-Vent: Access -Comb. Air -Return Air Vent -115 outlet
----------------------------- ----------------------------------------------------
----------- ic
--------------------------------------------
ic -Access-&- Platform if Furnance in Attic
Date ---------- Card B_t Date ------------- Card -B 1-- -----
-------- -------------Date -----
Date CardA-1 Date Card B-1
Date FRABWG (Plans) OK except ti's
ls. Proper material & Anchors
-------- ---- --------- ---------------------------- -------------------------
ailing,
-- -- -
--------------- - -- -
Studs:Nailing_Spacing Bract Plates -Sound
----- - -- --------------- ound-------------
1 'ring Walls over Girders & Floor Nailing
--- - - -- - ------------------------------------------------------
2 raft Stop in Walls (rat proof)
--- ----A41
Fire Stops: Furred Ceilings Stairs- ases-Tub
------------------ ----------- -----------------
Headers & Beam -Size &Bearing
ers-Post Caps -Anchors -Connectors -
Joist-Ritr. ties-Purlin-roof Brac-Truss-Shthng.-Ring.
lace Ties or Type A Flue -Fireplace Throat clearance
Access; Size & Romex Protection -Draft Stop -Ins. Baffles
. Windows or Exiting Doors -Sill Hgt. & Dimensions
ie Fire Protection Framina
51-nPr �erty Line Firewall & Openings
Doors -One 3' -Check Garage -3rd Story, 2 Exits
s; Pildth -Headroom -Rise-Run-Landing-Fire Protection
ood on Roof Overhang -Attic Vents -Rafter Outriggers
i ailina Veneer
- -Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
GlazjP4 Area -Glass Protection -Skylights -Plastic
✓SS Oiear-Walls: Nailina-Bolts
1.'AYfnsulation-Walls-Ceilings
60. Infiltration -Walls -Windows
Date _Land B_t Date Card B-1
Date 'T L jD SgZCard B-1 Date Card B -t
Date FINA fans) OK except ti's
1. Ext. Steps -Door & Sidelight Protection -Landings
_____ o __erector
rnace: Vents -Clearance -Comb. r -Connector -
In Gara e: Above Floor -Ducts -Meth. Protection
xiting
- ---111.51 F.I. ih Fixtures &Tub Access -Spa
ec. Trim & Subpanel: Breaker Sizes & Labels
-----------------
67. Stair & Rails
re ce or Si l arances- h
------- -----
- - - - - ---
� 2
tlets at Wood Panel: Int. & Ext.
7.0. t. 'A Appl_iance; Grnd.-Air Gap -Cooking Clearance
-- -- . lec. Outlets & Receptacles at Kit. Counter ---
- Gar Fire Door; Swing -Landing -Closer
- 7 A.C. Duct in Garage -Damper
ir. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V.
In Garage: Above Floor -Meth. Protection
--- - - 7`5.- f lec. & Mech.Equip. Listed for Location
7 Receptacles in Garage: (G.F.I.)-Rome�otection
7TLooked in Attic Yes --
-f� Guard Rails & Deck -Construction -Post Caps
Fdn. Vents & Crawl Hole Door Drainage & Wood Earth
Clearance Looked under Floor ❑ Yes
8 owing instld.; Drive es No; Warks es 13 No;
Planters ❑ Yes o
--------------------------
--- t/ucy'o Brown -Finish------ --_-
.0 Unit: Disconnect. Electrical, Plumbing
------------------------------------- ---
ts Above Roof: Plbg.-Appliance-Fireplace.-Clearance to
Openings
--t-lCe Well; Disconnect, Electrical, Plumbing -
xter' Elec. Trim: G.F.I. Receptacle -Underground
-- - ._......_... --
-- ' -------------
. en ion Throughout House
ass Protection -------------------- -- --
"d. __ rr tsons�m Previous Inspections -- --
a Tea(Meters Tagged: Gas -Electric_
to Sewer Connected -C/ Grade
nergy Compliance Certificate -Other Certificates
------ ----------------------------------- ----
Date 6- g : `jy-Card Date Card B-1
----- B_1 ----------------- -- ----
Date Lji Byrd B -t Date Card B-1 -
Date / Card B-1 Date Card B-1
Comments at Final:
I
COUNTY OF CUTTE
DEPARTMENT OVPUBLIC 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
3.
CORRECTION NOTICE :a
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 ffice when correction of work
is completed. If you have any questions pertaining to this r, or need additional explanation,
please contact this office immediately.
y
Date _ y Inspector
REV 11/81
Ile
COUNTY OF BUTTE
�`. 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
• O*NER
A routine inspection indicates that the following violations of Butte County Ordinances eiastat
the above address and should be corrected. Please notify this office when correction at work:
is comple ed. If you have any questions pertaining to this matter, or need additionalexplanatiorL
please nnontact this office immediately.
Date _ Z�/ Inspector'%/6�/ _
REV 11/91-'
I `y .
E�RYIFICATE OF
�,mTE OF TIMec,
a
SAI
V C
UJ
L LICENSEE CONFORMANCE
yYi
1HE UNDERSIGNED MA NUFA'C TUBER HEREBY, CERT/F/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, Oregon , 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.
' JOB NAME:'"
JOB LOCATION: Redding, 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 In f P.S. 56-73.�_- _
SIGNATURE �f �D�'1'L��'" +� COMPANY Riddle Laminators
TITLEl191ity Control ADDRESS Riddle, OR DATE.•_`�5
Q�20/87
AITC HEREBY 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; AlTC'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 Cerlificafe No. 3 71.2 2 A
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
e
AITC FORM IBCA
{(GI ► Ln vn' 9 1983 AMERICAN INSTITUTE OF TIMEIER CONSTRUCTION
F,
....................
STATEMENT COPY/CASH SALE_RECEIRT--�.
-ME
BU/LD/NG CENTER
1100 E.. 20th. ST P.G. BOX -6.89
CHICO CA`95928 'CHICO CA 95927
(916) 342-1886
Cdstop�ei* Code
Se4 ue Iiie,ko"
Storern�
No.,
D E'SCRIPjTI0Pli
•�Vritten�•
By:
'.Oper
No. -
SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW)
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'Date":-.::
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EXTENSION
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IMPORTANT: ALL MERCHANDISE RETURNED SUBJECT TO A RESTOCKING CHARGE.
DUN
162-f 69
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17 4 .49
SEE REVERSE SIDE FOR TERMS &'CONDITIONS.
-v n
RECD. BY - _-4- :2�� - DATE:
SOLD
I
TO:
Customer Code.; ISequencie- No.
J
MEE
K S
'A BUILDING CENTER
1100 E. 20th. ST.. P.O. BOX 689
CHICO, CA.'. -95928 CHICO, CA. 95927
(916) 342-1886
STATEMENT�CQPY/ CASH SALE RECEIPT
I CAW -4
I I 1 171
SHIP TO. (SAME AS SOLD TO UNLESS NOTED BELOW)
E,-- El
t.Hl—lLf*--'RAn.,r`E ORO
Amount:
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Number
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-NUMBER
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PRICE44L1,NIT:
EXTENSION
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SOLD
I
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Customer Code.; ISequencie- No.
J
MEE
K S
'A BUILDING CENTER
1100 E. 20th. ST.. P.O. BOX 689
CHICO, CA.'. -95928 CHICO, CA. 95927
(916) 342-1886
STATEMENT�CQPY/ CASH SALE RECEIPT
I CAW -4
I I 1 171
SHIP TO. (SAME AS SOLD TO UNLESS NOTED BELOW)
E,-- El
t.Hl—lLf*--'RAn.,r`E ORO
Amount:
L F" r. V'N' J� f--
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IMPORTANT: ALL MERCHANDISE RETURNED SUBJECT TO A RESTOCKING CHARGE.
TAX
AMOUNT.
A J.Tt
MOUNTt
0
4
5 9
7755. 93
SEE REVERSE SIDE FOR TERMS & CONDITIONS.
.
3
RECD. BY DATE:
Owner:
Permit No..�_
ENERGY CERTIF ICATION
d C
Treasure Hill Drive, Oroville, Ca. F
LOCATION A.P. No.
DESCRIPTION OF INSULATION
ROOF
Material
Thickness (inches)
EXTERIOR WALL
Material FIBERGLASS BATTS
Thickness (inches)
6$"
Brand Name
Thermal Resistance (R Value)___,____,_
'Drand Name OWFNS-CORNING
Thermal ResistanFe(R Value)^ R19Kraft
CEILING
Batt or Blanket.. Type FIBERGLASS BATTS Brand Name OWENS-CORNING
Thickness( inches) 1z!- Thermal Resistance(R Value)
Looee Fill Type FIBERGLASS Urand Name-
Minimum Thickneei(Inchee) 16"_ Nwnbei of Bags 19 Wt. per bag • lb.
Area covered(ft. ) 948 Thermal Reeistance(R Value), 38
FLOOR, EI.EVATED
Material FIBERGLASS BATTS
Thickness(inches)_64'
FLOOR, SI,A.B
Material
Thicknees(inches)
Width(inches)
FOUNDATION WALT:
Material
Thicknese(inches)
Brand Name OWENS-CORNING
Thermal Reaistance(R Value)R19
llrand Name
Thermal Resistance(R Value),^._.
Brand Name
Thermal Resistance(R
I hereby certify that the above insulation was installed in the above building
in ccnformance With the state of California sporty Requirements•
LOERKE INS LATIN En._, INC- 49219n
FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE N0,
May 13, 1992
SIG TURF OF INSTALLATION APPLICATOR DATE
I hereby certify the above insulation. -4¢1d 411 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 aro of the quality prescribed or are
specifically approved by the State of California.
FIRM NAME/OWNER (Please print)
\ L \� r J—� �'
SIG RE GENERAL. CONTRACTOR OWNER
3Q 3.2 Q,5
STATE CONTRACTOR SSLICENSE NO. ^
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
COUNTYOF 8BUTTEt- DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541.
APPLICATION AND PERMIT 7
ASSESSOR PARCEL NUMBER -
69-25-25
ZONING
RT 1
BUILDING PERMIT
OWNER DINO & ARLINE DELGRANDE
TELEPHONE
SQA FT. OCC. BUILDING VALUATIO
OWNER'S MAILING ADDRESS
130 PARK VIEW DRIVE SAN BRUNO 94066
CONTRACTOR'SNAME
BETTER BUILDERS
TELEPHONE
589-2574
9197 C 7,631
CONTRACTOR'S MAILING ADDRESS
5263 ROYAL OAKS DRIVE OROVILLE
Fireplace tt tt
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
LENDER'S MAILING ADDRESS
Filing Fee
$ 15,00
Permit Fee
$ 709-50
ARCHITECT OR ENGINEER
LICENSE No.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING5 TREASURE HILL DRIVE OROVILLE
5347
Permit fee
$1088-75
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
121 5.00l 60.00
Solar or heat pump water heater
1 20.00
LOT NO.
197
SUBDIVISION NAME PARCEL MAP
KELLY RIDGE 58-73
Water piping
7.00 7.00--
Each qas water heater or vent
7.00
USE OF STRUCTURE
SFO Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00 5.00
Building sewer
15.00 15.00
Mobile Home S I G I W
@ 15.00
TYPE OF WORK
New [J Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: 3 BDRM
Permit Fee
$ 109.00
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 200AORLESS
18-501 18.50
CONTRACTORS LICENSE LAW
1 declare under penalty of perjury (check One):
am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full forP�e and effect.
License No. -367-25 Classification �
❑ 1, 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
Main service 200A TO IOOOA)
.37,50
NEW CONST. DWELLING OCCUP.9
O R ADDNS. ACG. BLDGS. I/
3.64sq.ft. 96.20
NEW CONSTR ULTI.OUTLET
N ON•RESID BRANCH CIRC ITS
@ 5.00
/POWER APPARATUS 6)
(SINGLE OUTLET CIR.
Ex. OCcup(OUTLETS OR FIXTURES
20 76
FIXED APPLNS. OR
EX. Occup. OUTLETS (RESID.) EA.)
.3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
-15.00
Permit Fee
$ 129.70
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
�Fave 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
Filing Fee 15.00
Heating SPLIT SYSTEM--
Cooling
9
Hood
6.50
Ventilation
Permit Fee
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 s id Cc�ant in con a of the granting of this permit.
l
X /may%y�Date �/ _ �2 — f p /
Signature of Applicant — Owner❑ Contractor ❑ Agent �
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee S
Energy Inspection Fee $ 40.00
CO T YP
bTAL FE $ 1411.45
HAzy
'—
0FE
IMP
FLOOD DF
PARC
PD
HD ISSUE
This permit is hereby issued under the
sions of the Butte County Code and/or
work indicated abov or which fees
DI T OF PVBLIC
BJ_
PERM EXPIRES D
applicable provi-
resolutions to do
have been paid.
WORKS /
Date
Receipt No.® D i�d��l �~%O��
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
/ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
` 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/536-7541
APPLICATION AND PERMIT 4-&'7
\--E MIT NO.
ASSESSOR PARCEL NUMBERr_
m —�%-- Z S
ZONI
BUILDING PERMIT,
OWNER 0�
DikIC, 12A AIAC
TELEPOONE
SO.. FT. OCC. BUILDING VALUATION
� 3
II
OWNER'S AI LI
` �•�o "M
/ o 0
D
CONTRACT R'.. N \ - \
T _ PHONE
Z
C Q 7
JV
CONTRACTOR'S MAILING ADDRESS 1�
p CA 0
Fireplace
CONSTRUCTION L
UNKNOWN
Total Valuation $
Z pp
LENDER'S MAILING ADDRESS
Filing Fee
$ 15.00
Permit Fee
$ 762,5o
.RCHITECT OF ENGiNEcz
LICENSE NO.
Plan Checking Fee
$ 2S'
Energy Plan Checking Fee
$ Q 00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
9UILDING ADDRESS .y /,7 ���PC �'
✓S_fl
i.//
Permit fee
$ S
O
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
121 5.00
Solar or heat pump water heater
NO.
SUBDIVISION NAME
PARCEL MAP
�' — 73
Water piping
d
Each pas water heater or vent
k20.001LOT
' . ®D
USE OF STRUCTURE $
SF,R Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5 ,
Building sewer
15.00 -C)0
Mobile Home S I G I W I
@ 15.00
TYPE OF WORK
New(Zj Addition [J Remodel[]
Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: t.7
Permit Fee
$ -Q
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 220000AA OR LESS
OR LESS
18.50
Main service 200ATO10o0AI
37.50
CONTRACTORS LICENSE LAW
1 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 No. ClassificationRAL_
❑ 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)
r ❑ I am exempt under Sec. . Business and Professions Code
for this reason
NEW CONST.DELLING OCCUP. `
OR ADD NS. (ACWC. SLOGS.1
f
3.60sq.ft.
q1
NEW CONSTR ULTI-OUTL
NON-RESID BRANCH CIRC ITS
@ 5.00
POWER APPARATUS &)
(SINGLE OUTLET CIR.
Ex. Occup(OUTLETS OR FIXTURES20
U76d
6 460
Ex. Occup. OUTLETS (RESID IRE A.)
I 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 permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
I 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.
i Notice to Applicant: If atter 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 t !S4i5rew,%,
00
Cooling
9
.60
Hood
6.50 SQ
Ventilation06
permit Fee
$ L Go
Contractor
I certify that I have read this application anc 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
i Butte to enter upon the above-mentioned property for inspec
I also agree to save, indemnify and keep harmless the Countyl I= ns
all liabilities, judgments, costs, and expenses which may in any way accrueHAz
against said County in consequence of the granting of this GNdf�. 12 199'
X Date 1•{I 1 ,7
Signature of Applicant — Owner
An OSHA ❑ Contractor ❑ Ag t ❑
. permit is required for excavatio p d demolition or construct-
ion of structures over ?3 stories inneheight / ('
Receipt No. Q �U ,— ` Q !f
WNITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD PPLICANT
Mobile Home Installation Fee S
Energy Inspection Yee $ -9-0-
cc
cos T P
TOTAL F E $ L
11�
DFEE
Y
IMP oo coF
PA CE
Po
r "✓
ISsLIE
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
BY Date
PERMIT EXPIRES Date
co
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 IX&j O t� R A N/�� A. P. No. 6 9'
Proposed Building Use��^` F Building Inspector Date -7-�i
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 . _
Fees of $ Z20.
11. Chico Urban Area fees paid .......................................
12. Park feespaid ......
Av-✓ 13• U' I I �' �1�4. School District fees paid ..............
(� 14. Sanitation approval from k 0-• P01) Health Department
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
t1&_LX19. Driveway permit (construction approval required prior to occupancy) ��`fZ' 91
20. Pre -Inspection for required Pre-Inspec. request to
Building Inspector (Date)
21. Coritractor's license information (No., Name Style, Classifications ...
22. Certificate of Workmans Compensation Insurance ..................
23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .....
24. Recorded copy of Agricultural Acknowledgment Statement ......... l(- /2 - 9
25:- Letter of signature authorization
F - 26. hrfri fts -fee AGO - �/L . c �............... (/' /2.I9j
27.
When you issue the permit, process as follows: Mail to owner. Mail to contractor.
Telephone and hold for pickup at office. Deliver w/inspector.
Other /
14pplicant Date �/"��-0
'Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitted prior to permit iss ance: (Circle new item not checked above).
1. Index permit for above items No. �S
2. Additional items required:
Contractor, designer, owner, was advised of above required data by_phone--jnail—counter by ..date
Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date
Plans checked by Date Plans approved by Date
Sets of plans on hold in File cabinet AP/folder
Copy—DPW /
TO: Building Department
FROM: Encroachment Permit Se.c.t.io.a ,
291.
RE: 'Diiueway Clearance
- location , ' AP #
owner
Driveway permit � has been'is'su,ed for the above property.
n b
date
sign re
j-.
Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT r'
FOR RESIDENTIAL DEVELOPMENT _ I
Section 26-8.1 of the Butte County Code requires.this'acknowledgement '
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 arising from
the use of agricultural chemicals, including, but not limited to herbicides, pesticides,
and fertilizers; and from the pursuit of agricultural operations including, but not limited
to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural zones which have as a
priority use for productive agricultural purposes, and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or disconform from normal,
necessary farm operations.
All that real property situate in the County -of Butte, State of California, described
as follows: X ' ,.
hof l47, Gtn�f- �lT3� fie(/y ridge- ��.�'�-tes �-ihd�vts�o•?, »-,oPe
Lo�in�oh 1 Y. {Kv� o w h c� s 5-3 4 7 .-r elz6a- -e- /4i// br-, 0roville
j I
91-047121 1 Rec Fee
I Check
Recorded I
I Official Records 1
County of I
i Butte I
1 Candace J. Grubbs 1
Recorder I
VW10 31am :'42=Nov-91 1
5.00 y
5.00
F
XX 1
State of �c'�\��p�n�� ) On this the �_ day of,)nt, C.(yl 'r, 19B, before
County of 5np(q���SS. me, the undersigned Notary Public, personally appeared.
)
Ll Personally known to me'. Proved to me on the basis
of satisfactory evidence.
to be the person(s) whose 6ame(s) 8« subscribed to
the within instrument and acknowledged that
executed the same for the purposes therein contain
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
L
/ Not ry Public
Present A.P. No . 6 9 ` 00".,
OFFICIAL SEAL
KAREN L. SMITH
NOTARY PUBLIC -CALIFORNIASAN MATED COUNTY
My comm. expires JAN 1, 1994
END OF DOCUMENT
�� �Rt � ��
U �
�1
`��
:;
PERMIT NO: 87-91
Lake Oroville Area Public Utility District
i96 0 EI& street
OROVILLE, CALIFORNIA 95966 61o�Q
533-2000 G
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: November 12, 1991
Applicant: Dino J. & Arlene C. Del -Grande (Better Builders Constr.)
Applicant Address: 130 Parkview Dr., San Bruno, CA 94066
Applicant Phone No.: 589-2574
Property Location(s): 5347 Treasure Hill Drive
Kelly Ridge Estates - Unit 4B - Lot 197
A. P. No. (s): 69-25-25
Fees due: All fees paid.
Application for service approved: G.
LAKE OROVILLE AREA
PUBLIC UTILITY DISTRICT
Inspection(s) made and successful test(s) observed:
Location: Date:
By:
Lake Oroville Area Public Utility District release to close permit:
Date: By:
.
STRUCTURAL
,
.
^ '
CALCULATIONS
'
FOR
CONCRETE MASONRY CANTILEVER
PROPERTY LINE RETAINING WALLS
BETTER BUILDERS CONSTRUCTION
5263 ROYAL OAKS DRIVE
OROVILLE, CA 95966
CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC
FRANK L. TYUKOS, --RCE 32434 /
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA 95969
(916) 872-0254
SUBJECT:
CMU CANTILEVER
HIGH
RETAINING
. .
WALLS
,BY: FLT
DATE:
7/90
JOB
NO.:. 0407—
PROJECT: BETTER BUILDERS CONSTRUCTION
5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966
DE9I8N_CRITERI81
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
SHEET 1 OF 16
FREE STANDING CONCRETE MASONRY PROPERTY LINE RETAINING WALLS WITH
LEVEL BACKFILL.
CODE 1988 UBC
SUPERIMPOSED LOADS: NONE
CALCIS PROVIDED FOR: A.
41-0"
HIGH
WALL —
SHEETS
2 & 3
B.
51-4"
HIGH
WALL —
SHEETS
4 & 5
C.
61-8"
HIGH
WALL —
SHEETS
6,7 & 8
D.
8'-0"
HIGH
WALL —
SHEETS
9,10 & 11
E.
91-4"
HIHG
WALL —
SHEETS
12, 13 & 14
CONSTRUCTION
DETAILS
— SHEETS
15 & 16
MATERIALS:
CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS,
CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI,
GROUTED SOLID, NO INSPECTION REQUIRED.
REINFORCING — ASTM A615, GRADE 40,
ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF,
ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF,
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 0407 - 5
DATE : 7/1900'. -
CALCIS BY : FLT
`
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
_______________________________________
WALL DESIGN:
-------------
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 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) 'di(IN)
SIZE
& SPA (IN)
------------------------------------------------
_______________________________________________0.024 5.35
0. 004
#4
@ 101.9
MIN. VERTICAL REINF. - .12 % (IN^2):
MIN. HORIZONTAL REINF. - .08 % (IN^2):
DESIGN REINF. - VERTICAL:
- HORIZONTAL:
32
EFFECTIVE RATIO OF REINF. - p:
�
MODULAR RATIO - n:
COEFFICIENT - k:
ACTUAL RATIO OF DISTANCE - j:
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 21 OF /ig^
LEVEL
30
o
MY)
1500
NO
250.00
�.�� ___��
7.6
7.6
135
84
0.17
0.18
0.109
0.073
0.0016
40.0
0.303
0.899
7.345
47.38 < 250.00
3.07 < 20.00
Eli
PROJECT : BETTER
JOB NO. : 0407 -
DATE : 7/1990
CALC'S S
FOOTING DESIGN:
---------------
BUILDERS CONSTRUCTION
5 '
DENSITY OF SOIL (PCF): 100
DENSITY OF CONCERTE (PCF): 150
OVERTURNING RATIO - MIN: 1.5
- MAX: 2.5
ALLOW. SOIL BEARING PRESSURE (PSF): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
-
FOOTING DEPTH (INCHES): 0 -
FOOTING
FOOTING WIDTH - HEEL (INCHES): 8
- /uc `ImCnco/: o
FOOTING KEY - DEPTH & WIDTH (INCHES)2
- BAVK TO BACK OFWAL (INCHES):
TOTAL WIDTH OF FOOTING (INCHES0. 24
OVERTURNING FORCE - Fo (KIP): 0.24^
OVERTURNING MOMENT - Mo (FT -KIP): 0.32
TOTAL RESISTING WEIGHT - W (KIP): 0.89
RESISTING MOMENT - Mr (FT-KIP):1.07
OVERTURNING RATIO - SF 3.37
NET MOMENT - Mn (FT -KIP): 0.76
ECCENTRICITY - e (FEET): 0.15
ECCENTRIC MOMENT - Me (FT -KIP): 0.13
FOOTING AREA - Af (FT^2): 2.00
SECTION MODULUS - S (FT^3): 0.67
'
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET Ar OF,4
SOIL PRESSURES - DL ONLY - SPt (PSF): 639.39 < 1500
- SPh (PSF): 247.13 > 0
SLIDING RESISTING FORCE - Fr (KIP): 0.40 > 0.24
FOOTING - TOE:
EARTH PRESSURE @ TOE- F 0
« (KIP): .46'
MAX. MOMENT @ TOE - Mt (FT -KI -P): 0.20
AREA REINF. CIN -2) 'd'(IN) SIZE & SPA (IN)
------------------------------------------------
0.029' 4.75 #4 @ 82.2
DESIGN TOE R
. / .
. .
. . .
. FLT ENGINEERING -
PROJECT : BETTER BUILDERS CONSTRUCTjON . 5790 CLARK ROAD
JOB NO. : 0407 - 5 PARADISE, CA
DATE : 7/1990 (916) 872-0254
CALCIS BY : FLT SHEET IL OF
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
----------------------------- __________
WALL DESIGN: `
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 HEIGHT OF THE WALL - H WEET):
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) SIZE & SPA (IN)
-------------------------------------------------
0.065
_______________________________________________0.065 5.35 #4 @ 36.9
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 (KAM
LEVEL
30
0
40
2000
1500
NO
250.00
I
5.33
4.67
7.6
7.6
135
84
0.33
0.51
0.109
0.073
0.001G
40.0
0.303
0.899
7.345
130.68 < 250.00
8.47 < 20.00
. .
. ~ .
FLT ENGINEERING
PROJECT : BETTER BUILDERS CONSTRUCTION . 5790 CLARK ROAD
JOB NO. : 0407 - 5 PARADISE. CA
DATE : 7/1990 (916) 872-0254
CALCIS BY N FLT" SHEET r OF
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): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
FOOTING DEPTH (INCHES): 12
FOOTING WIDTH - HEEL (INCHES): 12
- TOE (INCHES)
FOOTING KEY - DEPTH
- BAVK TO BACK OF WALL (INCHES)
TOTAL WIDTH OF FOOTING (INCHES): 32
OVERTURNING FORCE - Fo (KIP): 0.48 |
OVERTURNING MOMENT - Mo (FT -KIP): 0.91
TOTAL RESISTING WEIGHT - W (KIP): 1.55
RESISTING MOMENT - Mr (FT -KIP): 2.54
OVERTURNING RATIO - SF 2.78
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):
SLIDING RESISTING FORCE - Fr (KIP):
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
MAX. MOMENT @ TOE - Mt (FT -KIP) -
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
------------------------------------------------
0.045 8.75 #4 @ 53.5
DESIGN TOE R
1.62
0.29
0.44
2.67
1.19
953.87 < 1500
208.25 > 0
0.74 > 0.48
0.92
0.58
PROJECT : BETTER BUILDERS CONSTRUCTJON
JOB NO. : 0407 - 5
DATE : 7/1990
'
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
----------------------------------------
WALL
______________________________________
WALL DESIGN:
------------
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 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) 'dl(IN) SIZE & SPA (IN)
-------------------------------------------------
0. 139
_______________________________________________0.139 5.29 #5 @ 26.7
MIN. VERTICAL REINF. - .12 % (IN^2):
MIN. HORIZONTAL REINF. - .08 % (IN -2) -
LEVEL
V
40
2000
1500
NO
250.00
0
0
6.67
6
7.6
7.6
135
84
0.54
1.08
0.109
0.073
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET 61 OF 1165 -
DESIGN REINF. - VER
- HORIZONTAL!
�
EFFECTIVE RATIO OF REINF. - p: 0.0025 /
MODULAR RATIO - n: 40.0
COEFFICIENT - k: 0.361
ACTUAL RATIO OF DISTANCE - j: 0.880
COEFFICIENT - 2/kj: 6.298
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 243.29 < 250.00
ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 11.98 < 20.00
e
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 0407 - 5
DATE : 7/1990
CALCIS BY : FLT
^ '
FLT EN8IN'ERING
5790 CLARK ROAD
PARADISE, CA
- (916) 872-0254
SHEET 2 OF /969
HEIGHT FROM TOP
OF THE
WALL -H2
(FEET):
5.33
HEIGHT FROM TOP
OF THE
SOIL -
Hr2 (FEET):
4.67
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):
0.33
MOMENT @ Hw2 -
Mw2 (FT -KIP):
0.51
AREA REINF. (IN^2)
--------------------------------------------------
_______________________________________________0.065
'd'(IN)
SIZE & SPA (IN)
0.085
5.35
#4 @ 36.9
DESIGN REINF. -
FOOTING DESIGN:
----------------
DENSITY
______________
DENSITY OF SOIL (PCF): 100
DENSITY OF CONCERTE (PCF): l50
OVERTURNING RATIO - MIN: 1.5
- MAX: 2.5
ALLOW. SOIL BEARING PRESSURE (PSF): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
FOOTING DEPTH (INCHES): 12
FOOTING WIDTH - HEEL (INCHES): 24-
-
4- TOE (INCHES): 12
FOOTING KEY - DEPTH & WIDTH (INCHES): 0
- BAVK TO BACK OF WALL (INCHES): 0
TOTAL WIDTH OF FOOTING (INCHES): 44
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):
SLIDING RESISTING FORCE - Fr (KIP):
2.70
5.68
3.31
3.96
0.37
0.99
3.67
2.24
1178.03 < 1500
295.53 > 0
1.15 > 0.74
. ' .
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 0407 - 5
DATE : 7/1990
CALCIS BY :.FLT
FOOTING - TOE
EARTH PRESSURE @ TOE - Fv (KIP): 1.21
MAX. MOMENT @ TOE - Mt (FT -KIP): 0.74
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
--------------------------------------------------
0.058
_______________________________________________0.058 8.69 #5 @ 64.2
DESIGN TOE R
FOOTING - HEEL:
UNIFORM LOAD @ HEEL - Wv (PLF): 454.47
PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00
PRESS. @ FACE OF WALL - SPf (PSF): 521.48
MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.50
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
-------------------------------------------------
0.035
_______________________________________________0.035 9.75 #4 @ 68.4
DESIGN HEEL
'
� .
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
. .
PROJECT : BETTER BUILDERS CONSTRUCTION .
JOB NO. : 0407 - 5 '
DATE : 7/1990
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
----------------------------------------
WALL
______________________________________
WALL DESIGN:
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 (KIM
OVERALL HEIGHT OF THE WALL - H (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS {]F 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) SIZE & SPA (IN)
------------------------------------------------
0.145 9.29 #5 @ 25.7
MIN. VERTICAL REINF. - .12 % (IN^2):
MIN. HORIZONTAL REINF. - .08 % (IN^2):
DESIGN REINF. - VERTICALg #5 @ IS
- 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 (KAI):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
` (916) 872-0254
LEVEL
30
0
40
2000
1500
NO
250.00
0
0
8
7.33
7.6 �
11.6
135
133
0.81
1.97
0.167
0.111
0.0017
40.0
0.305
0.898
7.304
166.74 < 250.00
12.18 < 20.00
'
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 0407 - 5
'
DATE : 7/1990
CALC'S BY : FLT
`
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 - Pw2 (KIP):
0.43
MOMENT @ Hw2 - Mw2 (FT -KIP):
0.76
AREA REINF. (IN^2) 'di(IN)
--------------------------------------------------
_______________________________________________0.097
SIZE
& SPA (IN)
0.0975.35
#4
@ 24.8
DESIGN REINF. -
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): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
FOOTING DEPTH (INCHES): 12
FOOTING WIDTH - HEEL (INCHES): 30
- TOE (INCHES): 12
FOOTING KEY - DEPTH & WIDTH (INCHES): 0
- BAVK TO BACK OF WALL (INCHES): 0
TOTAL WIDTH OF FOOTING (INCHES): 54
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):
SLIDING RESISTING FORCE - Fr (KIP):
1.04
2.89
4.01
10.03
3.47
7.14
1.88
4.50
3.38
FLT ENGINEERIN8
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET /0 OF A4'
1*49.47 < 1500
332.44 > 0
1.60 > 1.04
FLT ENGINEERING
PROJECT : BETTER BUILDERS CONSTRUCTION5790 CLARK ROAD
JOB NO. : 0407 - 5' PARADISE, CA
DATE : 7/1990 (916) 872-0254
CALCIS BY : FLT ' SHEET
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP): 1.52
MAX. MOMENT @ TOE - Mt (FT -KIP); 0.92
AREA REINF. (IN^2)
'd'(IN) SIZE
& SPA (IN)
--------------------------------------------------
_______________________________________________8.69
101.69#5
@ 51.4
DESIGN
TOE REINF.:
#5
@ 16 | /
FOOTING - HEEL:
UNIFORM LOAD @ HEEL - Wv (PLF): 550.56
PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00
PRESS. @ FACE OF WALL - SPf (PSF): 661.94
MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.94
AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN)
--------------------------------------------------
0. ")66
_______________________________________________0.066 9.75 #4 @ 36.6
DESIGN HEEL
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 0407 - 5 ' '
DATE : 7/1990
CALC'S BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
_______________________________________
WALL DESIGN-
-------------
ALL
ESIGN:____________
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 HEIGHT OF THE WALL*- H (FEET)--
OVERALL
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) 'dl(IN)
SIZE
& SPA (IN)
------------------------------------------------
0.239 9.29
#5
@ 15.5
MIN. VERTICAL REINF. - .12 %
(lN^2):
MIN. HORIZONTAL REINF. - .08
% (IN^2):
DESIGN REINF. - VERTICAL
#o
e u
- HORIZONTAL,
,.
@ 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
EVE!
U
40
2000
1500
NO
250.00
�
�
�
9.33
8.67
135
133
1.13
3.26
0.167
0.111
0.0033
40.0
0.400
0.867
5.765
217.80 < 250.00
10.45 < 20.00
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 0407 - 5
DATE : 7/1990
CALCIS BY : FLT
(INCHES):
12
FOOTING WIDTH
HEIGHT FROM TOP
OF THE
WALL - H2
(FEET):
is-
HEIGHT FROM TOP
OF THE
SOIL - Hr2
(FEET):
5.33
THICKNESS OF WALL
- BOTTOM2
(INCHES):
BACK OF WALL (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)
---------------------------------------------------
_______________________________________________0.097
'dl(IN)
SIZE & SPA (IN)
0. 097
5.35
#4 @ 24.8
DESIGN REINF. -
VERTICAL.
1*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): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
FOOTING DEPTH
(INCHES):
12
FOOTING WIDTH
- HEEL
(INCHES):
54
- TOE
(INCHES):
12
FOOTING KEY -
DEPTH &
WIDTH (INCHES):
0
-
BAVK TO
BACK OF WALL (INCHES):
0
TOTAL WIDTH OF
FOOTING
(INCHES):
78
OVERTURNING FORCE - Fo (KIP):
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP) -
RESISTING MOMENT - Mr (FT-KIP)�
OVERTURNING RATIO - SF
NET MOMENT
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP).
FOOTING AREA - Af (FT^2):
SECTION MODULUS - s (FT -3).
SOIL PRESSUFES - DL ONLY - SPt (PSF):
- SF'h (PSF):
6LIDING RESISTING FORCE - Fr (KIP):
1.40
4.52
6.81
23.44
5.18
18.92
0.47
3.22
6.50
7.04
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
1505.35 < 1500
590.43 > 0
2.58 > 1.40
PROJECT : BETTER BUILDERS CONSTRUCTION '
JOB NO. : 0407 - 5
DATE : 7/1990 '
CALCIS BY : FLT
FOOTING - TOE
EARTH PRESSURE @ TOE - Fv (KIP): 1.66
MAX. MOMENT @ TOE - Mt (FT -KIP): 0.99
AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN)
------------------------------------------------
0.078! 8.69 #5 @ 48
DESIGN TOE 5 @ el
FOOTING - HEEL:
UNIFORM LOAD @ HEEL - Wv (PLF): 426.57
PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00
PRESS. @ FACE OF WALL - SPf (PSF): 656.87
MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.93
AREA REINF, (IN^2) 'di(IN) SIZE & SPA (IN)
0.135 9.75 #4 @ 17.7
DESIGN HEEL
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
PGT..... [ 'ATE »..i_O SUBJECT...0 4 ...
G.:TE...... .............. Jae NO..._0......07 .5.......
S/pN\
TyU �F
N
WEN 34
lV
1e5T�i/N/1VG : tielAL G S
2 N. T, S.
2. AL G CcG! S S'A/441- BE SOG/o,
¢O B -4R .%4. 0,1Q'
`f, / h/EEP f/OGFS OiP 2 OFFf' lyc�P SL OTS C 6;
IF L cT EMaDU EENDHa
5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254
BY.......G.T........... DATE ...._7f 90 SUBJECT...`...._`.^/..!._T/LEYE/�E,,,__. SHEETNO..__/�..... OF._Z6..._.
CHKD. BY _.._.._............ DATE ....................._- R ................. • L __DET! /G .. FJ.e JOB NO. _ O D7 - S__..._
BETTE.2 B fJ/LieS CONST OiPO!//[ 1-,6 C,4 .
Y�RT.� TYP
f¢ c 32 4'*'. c. .
A5/01eiz, TYP. -
CONT, Ile �xery
—
it/,¢TU.e,4G GR,4,Pd?
N
3 'C' 4d=AR
a
im
AA TS.
A /`fATE.�/AL OF.S/G.c/ CR/TFie%4 Pie sh'EfT /.
2. AGG CEGGS S.4'fILG BE G,PO!/TE.a 5104/,0.
3, 4,41x',44 G B -4R 0/,4. O.e 2¢ ~M/.u,
iti/EE� I-P'01ES OAF 2 "DEEP `✓FSP SCOTS (f G -0'/o, c .
NOTES:
8
/2 n
1cl,eoPE�eTy 1-1r/cr
wh,eieE occ v.Ps
F/NiSH GR,4vE
L 2 - #g CONT,, TYP,
l2 a C0117.7 CO,I/C• FTG,
4L 6' G A,,'*L G D .
6'- 6 „c K/i¢GG
3 - #if COIt/T, D.
w NO. r� i
ctj9lY C+
�
OF
IF LT EMOMEEWllM
5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254
STRUCTURAL
CALCULATIONS
F8R
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
SIGNED DATE _
-FRANK L. TYUKOS, RCE 32434
�_�
C�~_
�
7/ ��7 ^7-
`
WILDING DEPARTUMt
/'
� °= ��
~ w =�� �===� -
~^~~
'
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA 95969
(916) 872-0254
.
^
FLT ENGINEERING
SUBJECT: CMU CANTILEVER RETAINING WALL 5790 CLARK ROAD
PARADISE, CA
BY: FLT DATE: 10/90 JOB -NO.:, 0755
PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 10
5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966
DESIGN_CRITERIA�
STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY MASONRY CANTILEVER
RETAINING WALL FOUNDATIONS.
CODE 1988 UBC
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 — BEARING (INCLUDES DL+LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL — ROOF LL + ADD'L LIGHT ROOF DL + FLOOR DL+LL
CALCIS PROVIDED FOR: A. 101-0" HIGH WALL — SHEETS 2,3,4,5 & 6
B. 8'-8" HIGH WALL — SHEETS 7,8 & 9
CONSTRUCTION DETAIL — SHEET 10
MATERIALS:
CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS,
CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOIL[\,
NO INSPECTION REQUIRED.
REINFORCING — ASTM A615, GRADE 40,
ALLOWABLE SOIL BEARING PRESSURE — ?AA4—P?Q,
ALLOWABLE LATERAL BRG. PRESSURE — ?fO+-405
o
^. 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 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 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) SIZE & SPA (IN)
0.268 9.29 #5 @ 13.9
MIN. VERTICAL REINF. — .12 % (IN^2):
MIN. HORIZONTAL REINF. — .08 % (IN^2):
DESIGN REINF. — V
— 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):
LEVEL
30
0
40
2000
1500
NO
250.00
.11
1.09
10
9
7.6
11.6
135
133
1.22
3'65
0.167
0.111
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET Z OF �,"
0.0033
40.0
0.400
0.867
5.765
243.62 < 250.00
11.69 < 20.00
`
FLT ENGINEERING
PROJECT : BETTER BUILDERS . '
395.34
5790 CLARK ROAD
JOB NO. : 0755
2500
� ^
PARADISE, CA
DATE : 10/1990'
(916) 872-0254
CALCIS BY : FLT
y�7
SHEET OF .
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 (PCF):
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) 'di(IN) SIZE & SPA (IN)
--------------------------------------------------
_______________________________________________0.138 5.35 #4 @ 17,4
0.138
DESIGN REINF. -
*/
FOOTING DESIGN:
---------------
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):
FOOTING KEY - DEPTH & WIDTH (INCHES):
- BAVK TO BACK OF WALL (INCHES):
TOTAL WIDTH OF FOOTING (INCHES): SO m/
OVERTURNING FORCE - Fo (KIP):
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT -KIP):
OVERTURNING RAVO - 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
14.99
2.59
9.20
0.47
2.13
5.00
4.17
A.,o / v
2.49 > 1.65���J—=���� ~/
1418.32
< 2500
395.34
> 0 �~
1509.88 <
�w ��
2500
� ^
A.,o / v
2.49 > 1.65���J—=���� ~/
�n
m
i
1\
D �,TCTi
�i DTTzO
m Xmm — c
D ° Cnu7 -Ti ce
CoUO-
m �!
H Z QI rl
L m I-
- GTI—i0
°-iDl-lDi
t-1Tt�m
sm m
Z T Q C °
F17mT-
t, m l l
(-L-im
D O C
i !-
3 ?�
Cn m
i- -i -h to -0
�•OT
H i I II '•Y
TCIOM
V1
oe
H
U
r.i
T
m
in
Ti
to
U1
T
T
De
z
C.I.L
�J
cri . I'_I
GJ til m
a)
Li
ri
to . TI L -9
i til D �l F
Mi '� 11 ul —I
M
:•m
to
C;1m3>�
•.1 c ,+!
Q i m
_7 Tj ?i
0 H
M 3.1 71
++ D lzi G-
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : 10/1990
FLT ENGINEERING
5790 CLARK ROAD
. PARADISE, CA.
(916) 872-0254
CALCIS BY : FLT
�
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
_______________________________________
WALL DESIGN:
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):
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN),
0.268 9.29 #5 @ 13.9
SHEET J --OF /40
LEVEL
30
0
40
2000
1500
NO
250.00
.11
1.09
�
14
9<-
7. G
_~7.6
11.6
135
133
1.22
3.65
MIN. VERTICAL REINF. - .12 % (IN^2): 0.167
MIN. HORIZONTAL REINF. - .08 % (IN -21: 0.111
DESIGN REINF. - VERTICAL., #5
- HORIZONTAL: #o e 32
�
X
EFFECTIVE RATIO OF REINF. - p: 0.0033 |
Jm�
MODULAR RATIO - n: 40.0 �� ^
COEFFICIENT - k: 0.400~ ^'
ACTUAL RATIO OF DISTANCE - j: 0.867
COEFFICIENT - 2/kj: 5.765 /
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 243.62 < 250.00 ~^
ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 11.69 < 20.00
-
LIVE LOAD (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) 'dl(IN) SIZE & SPA (IN),
0.268 9.29 #5 @ 13.9
SHEET J --OF /40
LEVEL
30
0
40
2000
1500
NO
250.00
.11
1.09
�
14
9<-
7. G
_~7.6
11.6
135
133
1.22
3.65
MIN. VERTICAL REINF. - .12 % (IN^2): 0.167
MIN. HORIZONTAL REINF. - .08 % (IN -21: 0.111
DESIGN REINF. - VERTICAL., #5
- HORIZONTAL: #o e 32
�
X
EFFECTIVE RATIO OF REINF. - p: 0.0033 |
Jm�
MODULAR RATIO - n: 40.0 �� ^
COEFFICIENT - k: 0.400~ ^'
ACTUAL RATIO OF DISTANCE - j: 0.867
COEFFICIENT - 2/kj: 5.765 /
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 243.62 < 250.00 ~^
ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 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
HEIGHT FROM TOP OF THE WALL - H2 (FEET):
HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET):
THICKNESS OF WALL - BOTTOM2 (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE - Fw2 (KIP):
MOMENT @ Hw2 - Mw2 (FT -KIP):
AREA REINF. (IN^2)
-------------------------------------------------
_______________________________________________0.138
'dl(IN)
SIZE
&
SPA (IN)
0. 1381
5.35
#4
@
17.4
DESIGN REINF. -
VERTICAL:
#4
@
16
%Z/
-
BAVKTO BACK OF WALL HES
FOOTING DESIGN:
DENSITY OF SOIL (PCF):
DENSITY OF CONCERTE (PCF):
OVERTURNING RATIO - MIN-
- MAX:
ALLOW. SOIL BEARING PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF):
FRICTION COEFFICIENT - Fc:
11
6
7.6
135
84
0.54
1.08
100
150
1.5
2.5
2500
400
0.35
SHEET to D F /1111?
FOOTING DEPTH
(INCHES):
18
FOOTING WIDTH
- HEEL (INCHES)
18
- T
FOOTING KEY -
DEPT
-
BAVKTO BACK OF WALL HES
TOTAL WIDTH OF
FOOTING (INCHES):
w'
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):
1.65
5.79
5.13
17.52
3.03
11.73
0.21
1.10
5.00
4.17
1291.12 < 2500
762.54 > 0
1382.68 < 2500
1106.98 > 0
SLIDING RESISTING FORCE - Fr (KIP): 2.70 > 1.65
,
'
FLT ENGINEERING
'. PROJECT : BETTER BUILDERS5790 CLARK ROAD
JOB NO. : 0755' PARADISE, CA
DATE : 10/1990 (916) 872-0254
CALC'S BY : FLT SHEET OF'��
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
----------------------------------------
WALL
______________________________________
WALL DESIGN:
------------
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 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) 'dl(IN) SIZE & SPA (IN)
-------------------------- ______________________
0.188 9.29 #5 @ 19.8
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 - j:
COEFFICIENT - 2/kj:
ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI):
ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI):
LEVEL
30
0
40
2000
1500
NO
250.00
.11
1.09
8.67
8
7.6
11.6
135
133
0.96
2.56
0.167
0.111
0.0017
40.0
0.105
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
SHEET J2 OF //o
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)
'd'(IN)
SIZE & SPA (IN)
-------------------------------------------------
_______________________________________________0.097
0.097
5.35
#4 @ 24.8
DESIGN
REINF. -
U
x
FOOTING DESIGN:,
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 (rNCHES): 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
PSF):SOIL PRESSURES - ADDED LL - SPt' (PSF)-
- SPh' (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
1.35
4.29
3.41
9.01
2.10
4.73
0.61
2.09
4.00
2.67
1636.91 <
2500 /
68.05
> 0 �
1 <
2500
~538.11
> 0
4.
PROJECT : BETTER BUILDERS
JOB NO. : 0755
DATE : lOZi900
CALCIS BY : FLT
FOOTING - TOE
EARTH PRESSURE @ TOE - Fv (KIP W 3,02
MAX. MOMENT @ TOE - Mt (FT -KIP): 3,40
AREA REINF. (IW2) Idl(IN) SIZE & SRA (IN)
V158 14.69 #S @- 23.5
DESIGN TOE REINF.: . : #S @ 16
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET / OF /p
SL'Si'' T -' TILC�Y L!/eED SHEET NO. -../O- Or}F'..10.._.
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IF L cT [EM(NME EMOMa
5790 CLARK RD.. PARADISE. CA. 95969 (916) 872-0254
SHT. / OF
AW
,�-
- -Eutte Count
L A N D O F N A T U R A L W E A L T H A N D 8 E A U T
�- DEPARTMENT OF PUBLIC WORKS
WILLIAM (Bill) CHEFF, Director
7 COUNTY CENTER DRIVE t OROVILLE. CALIFORNIA 95965
Telephone: (916) 538-7541
B U T T E C O U N T Y B U I L D.I N G D E P A R T M E N T
F A X C O V E R S H E E T I
FAX NUMBER (916) 538-2140
DATE �l Z5Lq1 .
TO: rl--r E/I/G/rUEE/Z/JI/G' FAX NUMBER: �72– q331
ATTENTION: FReIM&
REGARDING: A.P. NO. PERMIT NO.
SUBJECT:— 0-7S57 17
4�5-6 G'ie�9�t/oE R�s�oE�t/c E.
SPECIAL INSTRUCTIONS:
[ ] SEE PLAN CHECK LIST TO FOLLOW
J REVIEW AND RESPOND ACCORDINGLY
/[ �] FOR YOUR INFORMATION ONLY
[ ] OTHER: 1"i ,1A-11 :
P46/?SE C641e fY 7`f�rP T `/,f �'E/IVF' �o�vriiyllFS GfP 4 �EXTE�.s�o�v�
SINCERELY,
q�
HN R. HEN Y, P.E.
PLAN CHECK ENGINEER
2 4r" ?-
Q f ,/
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KO• BY _- --.ATE .c/E /LrO.c jog NC. 07S-5'_-�
BETT��2 8����R S CO
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CSL LS S.Y.4C G .Be GRUCJTFO .S`G�/O ,
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PF.Pf=�.e,4T=,O p.4Z ?41' / P/PE TO
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VT EG`JOOMMEREm(Mc
5790 CLARK RD.. PARADISE. CA. 95969 (916) E72-0254
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VT EG`JOOMMEREm(Mc
5790 CLARK RD.. PARADISE. CA. 95969 (916) E72-0254
"Y'9:iY s.yoGuwf^F{..n'w�t"^XA"�fryrtit'`.i$+f'ti1�`vn i^i�aa'IYt�T.�`.F A,f�..f1.:.n:t..,r
iBUTTE COUNTY SCHOOLS DEVELOPMENT FEg CERTIFICATION FORM
Q( (One Form per Auilding)
A.P.. Number 69— Z Building Department No.
School District' C City County Jurisdiction
Property Owner Dimn ,Dei rfi/VJC
Project Location'/Address .�. %''%- /V
Subdivision Lot Number
Residential Development:
a : a Sq. Footage..Z 13°
# of ULiv]ing MHI Addition (Group R). ,
Units
Commercial/Industrial:
Building Depa
8q. Footage w
New Addition=.(Including Exterior -
Roofed Areas)
nt Representative
Date
(Floor Plans reviewed by School District' Personnel)
District Id No. /3(03
School District certifies that
bwo
(Applicant Name) (Phone Number)
. 3 41-7 Ju_a-ate - 7Jev
(Street Address)
(City) (State) (Zip Code)
has complied with .the requirements of Resolution No. p
• L2
by the payment of ,$ .3.379 representing square feet.
School D% rict Representative Date
PAID.BY CHECK NO. REMARKS:
BANK NO
PAID BY CASH
white -applicant, yellow -building department, pink -school district
SCHOOL.FEE (8/88)
RESIDENTIAL PLAN CHECKING GUIDE
(S.F., DUPLEX & MISC. ONLY)
8/91
Q, a �Bldg. Permit #
OWNER ,Q� A. P. #
GENERAL Plan Checker < �-
V
ning requirements: (sideyards and number of permitted living units).
luation.
ans signed by designer.
oper description of work on application.
isting violations on property.
ems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc.). -
corded notice of violation.
PLOT PLAN
omplete parcel size and dimensions.
Setbacks, sideyards, easements, etc.
ther buildings or structures.
Grading, fills, drainage.
Flood hazard.
Special conditions on creation map,
ustible, and foundations).
FAU & FAS road setback.
(noise, CDF, fire sprinklers, non -comb -
Building or utilities across lot lines (Record form).
FLOOR PLAN
Complete to scale plan with dimensions.
.--Required windows for light and ventilation (Sec. 1205). ,
Required windows for second exit (Sec. 1204).
Skylights (Chapter 34 & Sec. 5207).
Human impact glass (Sec. 5406).
j Required room sizes, ceiling heights (Sec. 1207).
GFCIs 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
or gas equipment.
3: -Garage firewall, door size, and closer (Sec. 503(d)(3)).
F1 - 3'0" exterior exit door (sec. 3304 (f).
__Fi_replace and wood stove location, alcoves, and clearance.
3,: -Smoke detectors (Sec. 1210).
+'Plumbing fixtures, water closet clearances and shower size.
AILS
Standard bracing or engineered design (Table 25V)
Unusual shape, size, or split level house requiring lateral design.
Clerestory requiring balloon framing and/or engineering.
Three story building requiring engineered calculations and plans.
Foundation plan complete enough to construct building.
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct
Roof construction details complete enough to construct building.
Fireplace construction details and calcs if necessary.
Rafter ties or bearing ridge beam.
Garage door or porch header sizes.
Stud heights.
Adobe soils - special foundation design.
Retaining walls requiring design.
Special Inspection required.
building
8/91
RESIDENTIAL PLAN CHECKING GUIDE
ITEMS TO LOOK OUT FOR'
Stairway details: landings, rise and run, head clearance, handrails
Sec. 3306).
Guardrail details (Sec. 1711 & 3306(j).
r -ick or stone veneer (Chapter 30).
E terior plaster - weep screeds (Sec. 4706).
. P 'roof pitch for roof convering (Chapter 32).
oper
Roof-covering type - (fire hazard).
. oam insulation - protection.
36" halls and stairways.
Living area over garage - complete 1 -hour separation required on garage side
including supporting walls and posts, etc.
Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716).
Attic access and ventilation (Sec. 3205).
A -2 -. -Underfloor access and ventilation (Sec. 2516).
Combustion air for fuel burning appliances - L.P.G. requirements.
i oise requirements on duplexes.
Energy design.
lashing at all exterior openings.
DF responsible area requirements.
t
<.GA LlAALaLL V♦ %-VLiar/----
project TlUe _, I I _
ProjectAddren�y
�i �7�/ • "// tLJ/P lW.
Author
BUILDING DATA
C ndidoned Floor Area oZ / 3
$la •sed Floor
mangle Family Detached (SFD)
C ] Single Family Attached (SFA)
(] Multi -Family (MF)
Number of Stories_
Number of Units
[ ] Addition Alone
[ ] Existing Building
[ ] Existing -Plus -Addition
BL7rI.DLNG SHELL INSULATION
Component Insulation L=tior/Cemrnen=
Tyre R -Value (acde, :a ruzee, rvvi_:!.
Wall ..............
Wall ..............
Roof .............
Roof.............
Floor......._..
Floor .............
Slab E; ge .....
GLAJ'-'I.NG
Gia: in g
Orientation
ti... 1. • �
Area Glass Type Interior
(St� (tint - double) (roller blind etc.
Nortr',
( .)
This C=Uficste of complim= lists
North
( )
r =Lficate has bean signed by the individual with overall design responsibi'li'ty and the building owner. who shall
East
C )
Designer
East
( )
Name �
South
( )
Telephone
tx.
SouLh
( )
(date) (signature) - - (date)
West
( )�
Nusnc
West
( )
ACatcr:
Skylight.......
T.i.-.:....._
_0
THERMAL MASS
Type/Covering
(slab/esvosed, tile.
etc.)
Area Thickness
.moi- 397
Building Ptatait d hh '
medred By /.Due
War=nent A;ency uaeOnip
Glass Area ...9b Glass
North 3 ,3
East
South
West � O
Skyligh77-7- G ,L
Total �
Exterior Overtutrtg Frwting Type
(shadc=eea, etc.) (yesmo) (me Vwood)
t
i
I
I
' 1
)Cscriodon (kitchert. bath. etc.)
�5
HVAC SYSTEMS . Minimum Duct
Type (erre. air Efficiency Location Duct Output Manufacturer /Model #
conditioner. heAt oumy) (SE. SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal)
Maximum Fumace Heating Output: Btuh �-
HOT WATER SYSTEMS Tank Manufa=.rer/Model #
System T (storage g3s. etc.) Capacity or approved equal) Se�ature(sl
39
SPECIAL FEATURES/REMARKS (Add extra sheets if necessary)
hiandatory Measures Checklist: Residential MF -1R
NOTL to••ns-da+aal buildings subject to the Surtdsntis cons wuain these maaw segstrdlea of the mmoduact:
apprmcn ossa Items marzoo with an asto%a (-) may be suoersmea by coot atm eomplta = ro*um am Loeser
on true Cuuficalc o(Conoumrs when tits rhoLuAsg Is incorptraued into ate permit docunums. the features Mond sod
be conuoocd by all tares as budint mwmum component Oerfareuutt~ spaoC -••••-• (or Na mrtdaory, ntemaa
orifi utey we show- darner to the docs meths or on this C WCULU only.
DfSCilfYnoN DESIGNER FNPDat3J DIT
s.odint E n-iope Measures
• 12.53521ar Min -nun ceiling msulation R.19 wotnvd s-mic
n.5352fbr Mase rill etwlauon marmiaetuner's tabrled R -Value.
• 12.5352(c): Mimeo- wall itwdaoon in ftarntd walls R-11 weighted a.aage (does not apply to
cx=or masa waLLsL
12.5352ntk Stab edge inu+W+at - .rates absoroum rate m puts VAn 03%. water •upon
UZASMisswn rate no grater than 2A pernvintctL
12.5311: Irstdauae spooned or inaallod meets Cafifamia Energy Commission (C=qudiry
standards. (noxm type a -d (on".
12.57521fI vapor barrels mandaury is Climate Innes 14 and 16 only.
;2.5717: 1nrJtrauant sfiloaoonCondots
a. Doors and wuoo-rs between co cumob d and uncordiuo al spatia ticspted to lima air
leakage.
b. Doors and w iroo-rs eerurted.
e Doors and -uwmn weutessm9ped: ser joins and peneoau cru caulkod and talc&
12.5352(er Somal idfdnratton barrier wdkd tomaply with 12.5351 ataeut= qualiry
standards.
12.53=4): Installation of ficptaces
1. Masonry and factory-bw4 rucotacea have
L a 19M raging. cJdseable metal or glass door
0. Outstde au make .nth damper and mood
C Flue damoc and control
2. No ceaanum, otosung gas ptbts alk mvL
HVA C sad Plumbing System Measures
12-5352W nand 2-5303: space conditiontutg nI aiaag: amrb olctulatiosts
12.5352(b) and 2.5315: Setback dtemosm cn as apoieble heating sysems. 1
12-5316(a), Ducts mnssntetoo. insalkd and insulaod per Chapter 10. 1976 UMC.
12-5316(b): Eahaoa sysans have damper edeaoiL
i2.5314(e): Gas-rtreo spar heating equipmem has mtesmiam ignition devices
12-5314: HVAC equipmcm wanes Anter:, gunrcrAeads and farcats certified by the CPC
12.53520 water ?cuff insubdon blanket (R-12or Vzuer) or combined intrsioMeaterior
insutauon (R-16 or greater), rust 5 feet of pipes eioscs to utak insulated (R-3 or greater).
i2.5312(F-sccpdon n: Pipe im Marko onaseam and steam condensate return do nsseufuirtg I
P"" g.
12.5319(d): Swimmmg Pool Heating
1. System has:
a. OWO(f swtteh an hetes.
b. wcynerproof irtswatdn plate on heats.
e Plumoed o also- for sour. -
2. 75 percent utcrmal dGoeaey.
3. Poot cover.
4. -&I= CUXL .
s. Dsronwraf .rata akL
t.ithtint and Applcoee Measures
' 12.5352(x t.ighunt - 25 4rm mAvaut or greater for gaici lighting in kiteherss and CommEaUu
12-5314(c): Gas rura apphan= egwppad with imuamtaau ignition devices
12.5314(a): Refrigerators. re(rigmtor-(sues. lit=ers and 0uorsau lamp ballasts cotiftdd
by the CEC lrtdtote make aid mood number.
COMTLIANCE STA77UKEN I'
This C=Uficste of complim= lists
the building feaw= sad performance specification needed to comply with
Title 24. Chapter 2-53 and Title 20, Ctzat<tc. 2. Subct=p et 4. Article 1 of the California Administrative code. This
r =Lficate has bean signed by the individual with overall design responsibi'li'ty and the building owner. who shall
mtiin a copy of it and uans k the
ccrrif late to arty subsequent purchaser of the building.
Designer
Building Owner
Name:
Name �
i'itieJFst>s
Addre=
TitleJl=snet:
Address-.
Telephone
tx.
Tekpisone
(ssgnaoue)
(date) (signature) - - (date)
Docunwmtabon Author
Enforcement Agency
Nusnc
Name
Tth,Fttm
ACatcr:
Add. -ea:
T.i.-.:....._
J
a
1. Ceiling It2su:aU,c
2. Wall Insulation
Floor Insulation
Numoer of sones
Single.
R -value
One
Two
Three
R-0
-103
Attared
32
R-19
-8
-t
.2
R-30
-2
•1
•1
R38
0
0
0
U -value
0 ..
' _0.80.._.._-153
- - - - "
---1 1A
0.50
476
-84
-S4
0.30
-102
-49
32
0.10
46
-13
-8
Us
-18
.9
-6.
Us
-11
•5
.4
0.0
-t
.2
.1
0.C2
4
2
1
O.CO
it
5
3
2. Wall Insulation
Floor Insulation
46
Single.
Sulgte-
38
Famtiy
Famdy
Multi•
R -value Detacled
Attared
Famliy
R-0 -68
51
34
R-11 0
0
0
2
2
1
_..._...8
3 1 -
U.value .. .. .
.1
0 ..
' _0.80.._.._-153
- - - - "
---1 1A
2...
-
050 •31
-68
•46
0.30 _7
36
.24
0.10 0
3
0
0.08 4
3
2
Us 9
7
5
' 0.04 14
6
7
0.02 3
29
10
O.CO 4
3
12
3
•1
--.3. Raised
Floor Insulation
46
-,20
Irmlation in Floor
38
-95
Number of stories
-M
R-vaiue
One Two
Three
R-0
-.17 -8
•5
R-11
3 .2
.1
R-19
0 0
0
R•30
3 1 -
1
U-Vaiue
A 0.50
0.40
0.30
0.20
O.tO
0.08
0.06
0.C4
0.02
0.00
-144
.70
46
-,20
-5a
38
-95
_t6
-M
-69
_U
.22
-4
.21 '
•14
-17
-8
.5
-I1
3
-4
R -i 9
3
.2
.1
0 ..
0
4
2...
1
10
5
3
Controlled Ventilation Crawlspace
4
2
Number of stories
'
R -value
One
Two
Three
R-0
-i t
-7
•S
R-5
_4
.4
3
R-11
.2
-2
•2
R -i 9
-S3
39
-24
4. Slab edge Insulation
4
- -'
-90
Number at Stones
•26
R -value
One
Two
Three
' R-0
0
0
0
R•5
8
5
2
R-7
8
6
3
FZ far:mr
29
-58
-20
0.90
.4
3
•1
0.80
.1
•1
0
0.70
2
2
1
0.60
6
4
Z
0.50
9
6
3
0.40
12
•1
7
S.Inriltratioc (Air Leakage)
Sgamim6*n Points
Standard 0
6. Glass Heat Loss
Total
4
2
12
'
U -value
11
Pereent
3
t0
St b
.41 to
.31 to 0.30 or
Glass
Single
Double
.80
.50
.4a
lass
50
•121
-S3
39
-24
•10
4
40
-90
37
•26
-t4
3
8
35
-75
-29
•19
.9
1
10
30
31
-21
-13
.4
4
12
29
-58
-20
•12
3
5
12
28
-55
-18
-10
•2
5
13
27
-52
-17
•9
-2
6
13
26
-t9
-15
-8
•1
7
14
2S
is
-14
•7
0
7
14
14
-13
-12
.5
1
8
14
23
-t0
-11
.4
2
8
15
22
-37
-9
3
3
9
15
21
34
•7
-2
4
10
15
20
31
-6
0
5
10
16
19
-29
-t
1
6
11
16
_18••:.-26
9
-3
2
- 7
12
16
17
-23
-1
3
8
12
17
16
-20
0
4
9
13
17
--.Is
-, 7
1
6
10
14
17
14
-14
3
7
10
14
18
13
-12
4
8
11
15
18
12
A
6
9
12
15
19
11
3
7
10
13
16
19
10
3
9
11
14
17
19
9
.1
10
13
-15
17
20
8
2
12
14
16
-18
20
7..Shading (Shade Open)
• _-Errecti.e Pereatt Clan
(percent glan x SC)
E9ec�ve
%Glass North East
to s 1
14
4
2
12
3
3
11
3
3
t0
2
3
9
2
3
8
2
3
7 .,
1
3
a'
. 1
3
5.
_1
. 2
4
0
2
3
0
1
2
0
0
1
-i
•1
0
-i
.2
na = not allowed
South : West Skylight
4
1
na
5
_. t ., .
na
5
1
na
5
2
na
5
2
. na
5
2
1
5
2
2
5.
2
2
4
2
2
A,
2
3
4
2
3
3
1
3
2
1
3
1
0
3
-i
.1
2
3
-7
23
8. Shading (Shade - Closed)
Effective PCsmt CIA=
(percent gins x SC)
Efrective
Nora
18 .14
16 -12
14 •10
12 -a
11' •7
10 3
9 5
8 •5
7 -t
6 3
5 .2
4 .1
3 0
2 1
0 2
rte . not gj$Lwad
East South Weat Sky
-is
-69
$4
Raised Floor
.42
-59
S5
na
35
-50
-16
na
-a
-10
37
7.n
-26
36
33
na
.23
31
-29
-74
-2o
•27
-25
-65
-17
•M
•21
-56
•14
.19
.18
.47
-11
-i5
.14
38
•9
•it
-,0
•�
-6
3
-7
23
-t
- .5 _
- -1
.16
1
.2
1
-9
1
1
1
1
3
i
3
0
9. Interior Thermal h13-10
Interior
Swgls..
Slab Floor
Raised Floor
Mass
Fami y
Sates
MUM
6lzstt
Stories
Amiched
rCFA
One
Two
Three
One
Two
Three
0.0
-8
.5
•4
.2
-1
.1
0.1
-8
.5
3
•1
0
0
0.3
-7
.4
.2
0
1
1
OS
-6
3
.1
1
1
2
0.7
-5
•2
-1
1
2
2
0.9
.5
.1
0
2
3
3
1.1
-4
.1
1
3
4
4
1.3
3
0
2
3
4
5
1.5
3
1
2
4
5
5
20
-1
2
4
5
6
7
25
0
3
5
7
7
8
3.0
1
4
6
8
8
9
35
2
5
7
9
9
10
4.0
3
6
8
9
10
10
4"5
3
7
8
10
11
11
5.0
4
7
9
11
12
12
55
5
8
9
it
12
12
6.0
5
8
10
12
13
13
65
6
9
10
12
13
13
7.0
6
9
11
13
13
14
7.5
6
10
it
13
14
14
8.0
7
10
11
13
14
14
8.5
7
10
12
13
14
15
10. Exterior Wall Thermal Mass
Exterior
Swgls..
Single•
Sum of i-6
Wan
Fami y
Fttmtiy
MUM
6lzstt
Detached
Amiched
Fem0y
0.00
a
a
a
0.20
' 3
2
1
0.40
5
4
3
0.60
8
6
4
0.80
10
8
5
1.00
13
10
7
1.20
13
12
8'
1.40
12
13
9
1.60
10
13
11...,
1.80
10
12
12
240
10
11
13
11. heating System
SE or HSPF
(assumes ducts In attic)
Zonal Control Adjustment
System Type
Resisance 10 9 7 6 4 3
Omer 6 5 .4 3 2 2
1:. Cooling Syst•:1n
SEER
(aaamet ducts to attic)
Sim at 7-10
•2S or -24b 04b
.4b
Sum of i-6
16 or
SEER
.)%&
-
-25 or -24 b
.14 to -4to +6 to i 6 or
SE
HSPF
less
-15
•5
+5
+15
more
0.72
6.60
0
0
0
0
0
0
0.75
6.138
3
3
3
2
2•
1
0.80
7.33.
8
7
6
5
4
3
0.85
7.79
13
it
10
8
7
5
0.90
8.25
17
15
13
11
9
7
095
8.71
20
18
15
13
11
8
4
3
Effective SE or HSPF
1S
13
(SE or HSPF x duct aTicetcy)
9
Edec*e -25 or -24 to .14 to
.4 to
+610
16 or
SE
HSPF leu
•15
-SS
+5
+15
more
0.30
275
- 73
-64
-56
-47
38
30
na
141
-15
•39
•34
-29
-24
•18
0.40
3.67
-34
-M
-26
-22
-18
-14
0.50
4.58
-10
A
-8
-7
-5
-4
0.56
5.13
0
0
0
0
0
0
0.60
5.0
5
5
4
3
3
2
0.70
6.42
17
15
13
11
9
7
0.80
7.33
25
22
19
X16
13
10
0.90
8.25
32
28
24
10
17
13
1.00
9.17
37
32
28
24
19
15
Zonal Control Adjustment
System Type
Resisance 10 9 7 6 4 3
Omer 6 5 .4 3 2 2
1:. Cooling Syst•:1n
SEER
(aaamet ducts to attic)
Sim at 7-10
Zonal Control Adjustment
10 8 7 6 4 3
No Cooling, System Installed
-Statim
•2S or -24b 04b
.4b
+6b
16 or
SEER
.)%&
AS
1 -6
+5
+15
mon
8.0
•td
-12
.t0
3
3
1
8.5
g
-7
-6
.5
-4
3
8.9
.g
A
-4
3
.2
•2
9.0
y
3
3
-2
.2
.1
9.5
0
0
0
0
0
0
10.0
4
3
3
2
2
1
10.5
7
6
5
4
3.
2
11.0
10
9
7
6
4
3
120
1S
13
11
9
7
5
13.0
23
17
14
12
9
6
4.2
4.4
46
5
5
52 S
20% 03 06
08
1
Etfedve SEER
1.4
1.5 Ll 2 22
Z4
(SEER
xdad e7. iciOK7)
11
13
15
17
.%v of 7-10
4.1
43
Effwsve-25 or
-24 to -i4 to
-4 t0 .
+6 b
16 or
SEER
lass
-15
3
+5
+15
mon
5.0
30
-25
41
-17
.13
-9
6.0
.12
-11-
-9
-7
3
.4
6.6
S
-A
-A
3
-2
-2 .
7.0
0.
0
0
0
0
0
8.0
3
8
6
5
4
3
9.0
16
14
12
9
7
5
10.0
22
19
16
13
10
7
11.0
26
23
19
15
12
8
120
'20
26.
22
18
14
9
13.0
M
29
7A
20
15
10
Zonal Control Adjustment
10 8 7 6 4 3
No Cooling, System Installed
-Statim
One -5 .4 -t 3 -2 -2 g or
Two + 3 3 2 2 2 1 R-vahte (01
S. Infiltration Standard
Single•FamQy Detacbed
16/� .
•'b�Total�-GlwJ16j
.�a
Typc(doublel
_
Attached
InteriorMass/CFA
6. Glass Heat Loss
f°o Glass
f3.3
x1
SIC
=
! Unit Sita (sq
'
t>
11.1.*IK•..lt
.1.-1
t: edit
:139
12M
1700
S TTTe t
MSS
(atrlC s 4.2. let *loosed stab)
Type
Type
or •
fess
,
to
2199
to
2699
or
more
0% 5%
10%
16%
20%
2S%
30% •3S% 40% 45% 50% 55%
80%
Of
lo%
75%
10%
85%
90%
9S% iWy. 1057. Ito%
1167. 1206, 1.
0% 0 02
0.4
0.6
06
1.1
1J 13 1.7 1.9
Zi
23
ZS
v
29
12
.23
14
16
18
4
4.2
4.4
..4.8
.4.6
5 S
1Q1: tt2 Q4
06
0.6
1
1.2
1.4 1.5 1.9 Z1
V
25
Z7
29
11
-12
25
17
4
4.2
4.4
46
sial.
5
52 S
20% 03 06
08
1
1.2
1.4
1.5 Ll 2 22
Z4
Z7
29
11
13
15
17
19
4.1
43
4.5
4.8
5
52
5.4 5
30% 05 07
to
1.1
1.4
1.6
1.8 2 Z2 24
26
18
3
32
15
3.7
39
4.1
42
4.5
4.7
49&1
5.3
SS 5
407'. 07 09
1.1
12
1.5
1.7
13 22 24 26
28
3
32
14
16
18
4
4,3
4.5
4.7
41.9
5.t
5.3
53
5.7 5
50% oS L1
12
13
1.7
12
Zt 2.3 ZS Z7
3
32
14
3i
18
4
42
I4
4.6
4,8
S8
5.3
15
51
5.9 6
55% Q9 11
1.4
1.8
1.8
2
22 24 26 28
3
32
15
17
19
li
4]
4.5
4.7
4.9
11
32
56
5.8
6 6
60% 1 12
1.4
1.7
1.9
21
Z3 25 V 29
11
13
3.5
36
4
42
44
4.6
4.8
S
SI
5.4
5.6
5.9
" 6 1 6
65% 1.1 U,
1.5
1.7
1.9
22
24 26 28 3
12
24
36
IS
4
4.3
43
4.7
4.9
it
33
SS
5.7
5.9
61 6
70% 11 1.4
1.6
i.8
2
Z2
25 17 29 11
33
13
17
19
ll
4.3
li
4.1
5
5.2
5.4
5.6
58
6
62 6
75% 11 13
L]
1.2
Zt
23
25 27 3 32
3.4
3.6
l6
4
42
L4
4A
I6
5.1
13
15
6.1
19
6.1
6.3 6
MY. 1.4 1.5 ,
1.8
2
22
24
26 28 3 13
is
11
39
4.1
0
45
4.7
l9
5.1
5.4
59
S.6
6
62
64 6
as% 1.4 1.7
-
1.2
21
Z3
25
27 29 11 3.3
3.5
16
4
4.2
4.4
li
It
S
52
54
56
59
6.1
63
6S 6
WT. 1.S 1.7
2
22
24
26
26 3 32 24
36
21
ll
42
4.5
l7
42
11
53
.55
17
5.9
t2
44
66 6
95% 1.6U
2
22
25
27
19 31 33 SS
17
39
4.1
4.3
4.5
4.8
S
5.2
5.4
i6
it
6
6.2
6.4
5.7 6
1007: 1.7 U
21
13
ZS
28
3 32 3A 3A
18
4
4.2
l4
li
4.9
it
53
53
5.1
SA
6.1
i3
63
6.7 1
105% 1.8 2
22
24
26
26
3 23 13 17
19
4.1
4.3
43
ll
4.9
11
14
So
5.8
8
6.2
6.4
go
63 7
1107. 1.9 Zt
ZS
25
27
2.9
11 33 36 3.8
4
42
4.4
4.6
to
S
i2
5.4
5.7
i9
U
6.3
6.5
6.1
69 1
115% 2 u
24
26
16
3
12 14 15 36
4.1
4.3
43
4.7
4.9
it
13
53
5.7
5.9
6.2
6.4
6.6
6.6
7 7
120% 2 23
25
27
29
11
33 25 2.7 3.9
4.1
4.4
4.6
4.8
S
52
14
i6
50
6
62
6.S
6.1
6.9
7.1 7
125% 21 23
2S
28
3
12
1A 3.6 i6 4
42
l4
l6
49
St
U
ss
S.7
5.9
6.1
i3
U
6.7
7
7.2 -,7
Point System Summary: Climate Zone 11
SCORE CARD
Measures
Point Scores
1. Ceiling Insulation
R 5r
or
?..value 1381
U -value (OMOI
2. Wall Insulation
or
4-r
R-valtte ( l l
U -value (0.0981
_7
3. Raised Floor Insulation
or
:.::.
•
.
R-value(191
U -value (0.0371
4 'Slab TM a Inssriation
One -5 .4 -t 3 -2 -2 g or
Two + 3 3 2 2 2 1 R-vahte (01
S. Infiltration Standard
Single•FamQy Detacbed
16/� .
•'b�Total�-GlwJ16j
.�a
Typc(doublel
and
Attached
6. Glass Heat Loss
f°o Glass
f3.3
x1
SIC
=
! Unit Sita (sq
'
t>
Water
Heater
t: edit
:139
12M
1700
2200
2700
7. Shading (Shade Open)
Type
Type
or •
fess
t1
1699
to
2199
to
2699
or
more
X
SG
None
0
1 0
1
0.
a
a
a. North
or
HP
Solar
HVIR
12 '
8
8
5
6
4
5
3
4
3
b. East
WSB
5
3
3
2
2
c. South
3.3
POU '
None
8
37
5
4
3
3
•12
d, W=SE
-24
-18
-15
'
Solar
.1
.1
.1
a
a
e. Skylight
HWR
-;8
-12
-9
•7
-6
Eztta7orWaUlvlass
R
- a
-
_-;2
-12
-9
tar
li
X
8. Shading (Shade Closed.)
IG
None
-5
-3
•2
.2
-2
(0.7716A
Solar
7
3
5
2
•4
1
3.
1
2
1
a. North
IE
None
-28
-t 9
-14
-it
•9
b. East
Solar
POU
6
.10
s
' .6
-55
3
.t
3
3
c. South
Muiu-Family (individual units)
d. • West
Water
699
It UrtrtSiza( s
700 1200 11700
22M
e. � h igh L
tr
credit
I s
1199
log
log
218 4
9. Interior Thermal Mass
SG
None
0
' 0
0„
0
mpt•
0,
or
HP
Solar
HWR
14
9
7
5
5 y, 4
3 !";7.21
3
10. Exterior Wall Blass
WSB
POU
9
4
3
< 2
-Zt i rt°2
SE
None
9
-t.5
5
•23
3
IS
2
Z:r'-
?lI. THeating System
HWR
23
1.1 .g
., S'
Zonal Control? (Y / N )
V/S8
.clOf
.25
a
-it
�a`:
,
' 12. • Cooling System
IG
-IKZu
None
a
_12_a
-t
•6
2
.5
2
'Zonal Control? (Y/ N)
Scar
6
3.
2
,i-
-
IE
None 0"e
'
3a
a
-15
o
-10
0
a
0
b
13. Water Heating
FOU Solar
d
5
s
.4
s
v
2
...-..-.. ,-..I
n
16/� .
•'b�Total�-GlwJ16j
.�a
Typc(doublel
U-vaiuc [0.65]
Sum 1i
f°o Glass
f3.3
x1
SIC
=
Eff. %
- �
t>
O
X
_
a'
X
_
.>
X
=
% Glass
SC
Eff.'fo Glass
3.3
x
_4-
X
=
-a
3.3
X
=jL
v
X
TYPE 1 KAS
r7
I;Uz=ffUwCFA
COND. FLOOR
AREA
TYPE 2 MASS
AREA
Eztta7orWaUlvlass
ND. 7.L OR
AREA
Sum?
X
=
��
SE or HSPF
Ata Efficiency (0.781
Effective SE or
(0.7716A
HSPF 10_S6/5.151
/
X
=
SE R (931
Duct Efficiency 10.741
�_
Effective SEER (7.03].,.
-- _
Tree iSG(
Cmdu (omol
-7/0Pninr
Tntal: