HomeMy WebLinkAbout063-350-017oho
063-350-017 PEPMITN95-2130
SCHWAB, Budd & Ann
4655 Flodin's Ct., Forest tpch p�j
New Single Family �0 (C
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 .County Center Drive - Orovillp, Califw nia 95965 - Telephone (916) 538-754 PERMIT NO.
APPLICATION AND PERMIT q%-2Bn
ASSESSOR PARCEL NUMBER 063-350-017
TM5 ZONING
BUILDING PERMIT
OWNER
BUDD & ANN SCMJAB
TELEPHONE
345-2081
SO. FT. OCC. BUILDING VALUATION
_ 376.00
,
OWNERS MAILING ADDRESS
501 MAIN ST CHICO, 95928
r -
CONTRACTOR'S NAME
UNKNOWN
TELEPHONE
925.6
'
1,500.00
CONTRACTORS MAILING ADDRESS
Fireplace
CONSTRUCTION LENDERT C0.`1 RJKTY BANK
BUTT,
UNMnWN
Total Valuation $
-zp
Filing Fee $
20.00
LENDER'S MAILING ADDRESS
Permit Fee $
ARCHITECT OR ENGINEER GREG PEITZ
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
23.00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
1407 MANGROVE CHICO, 95926
Penalty $
BUILDING ADDRESS
4655 FLODINS CT
PERMITFEE S 1427.35
FOREST RANCH
PLUMBING PERMIT
Filing Fee 20.00
Each Trap 1C
7. oo
LOT NO.
3
SUBDIVISIONS NAME
FL D N CT
A
131-06
Solar or heat pump water heater
23.00
USEOFSTRUCTURE
SF d Duplex ❑ Mobilehome ❑ Other
SPECIFY
Water piping
15.00 15.0�
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00 15.
Building sewer
15.00 15.
XX TYPE OF WORK
New "O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 2 BEDROO11
Mobile Home S G W
920.00
PERMITFEE S
150.00
Contractor
ELECTRICAL PERMIT
Filina Fee 20:00
s
Main Service eoovzooA oRoaLEssLEs
( )
23.00 23.00
Main Service ( 200A TO I000A )
46.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
NEW CONST. DWELLING OCCUP.
OR ADONS. ( 8 ACC. BUDS. )
S. 107 C
O
3.5¢ FT. .J
NEW CONST. MULTI -OUTLET
NON-RESID. ( BRANCH CIRCUITS )
@7.50
( POWER APPARATUS )
8 SINGLE OUTLET S
Ex. Occup. (OUTLET OR FIXTURES)
zo @ 1.00
BAL 0 .50
Ex. Occup. (oFIXEED FENS. OR 5.00
Temporary Service
23.00 23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMITFEE $
130.52
Contractor
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
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
115.00
Cooling
15.00
d Hoo
6.50 6.50
Ventilation
PERMITFEE $
56.50
Contractor
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
jK I certify that in the performance of the work for which this permit is issued, 1 shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
fortomplly� with those provisions.
/`
X Date �'
Signature of Applicant - lL Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 50" • ep and demolition or construction
of structures over 3 stories in height
Mobile Home Installation Fee Is
Energy Inspection Fee $ 46.00
occ
R3
CONST. TYPE
VN
TOTAL FEE $ 1310.37
HAZ.
D. FEES
IMP
FLOOD _
Y/
CDF PARC[ HD
y/
ISsuE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
o
BY
PERMITEXPIRESON
IF (Dare)
ReceiptNo.
WHITE-D.D.S.-B.D. CANARYASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
4 RESIDENTIAL
063-350-017 PERMIT#95-2130
�• SCHWAB, Budd & Ann
4655 Flodin's Ct., Forest Ranch
New Single Family
f
.A
11AA.8Q<.. yVkz,-
7-� 3-'�'
f074sa iJ�'i Y'O
t'
OFICE COPY
Address 14 C S— _'
G"
GAS
Meter By Date
ELECTRIC
lMeter By Date �
k-- OFFICE COPY
Address VL 5-
GAS Date
Meter By
ELECTRIC
Meter By Date
JOB FINALED (Date) 2 q� l
Signature
J=OK
O=Not OKNot
-
Applic
Not Readyable
MOBILE HOMES
MISCELLANEOUS
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
;Date
DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s
1. Zoning Requirements -Setbacks -Easements
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch •
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Sewer; Location -Test -Fall -C/O Concrete `
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Location -Test -Easement Needed (Sketch)
4. Wood Awn.; Posts- Bea As- Rftrs.-Connectors
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
Shthg.-Rfg.-Bracing
6. Gas; Location -Test -Wrap: ' /"L"ft.
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
/ /"Nat. or/ /"L"ft./ /"LPG
6. Carports; Windows -Doors
7. Well Clearance & Disconnect
7. Electric
8. Utility Clearance
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
Date
Card B-1 Date Card B-1
11. Ext.; Steps -Doors -Landings
Date
Card B-1 Date Card 6-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks Easements ``
Date
Card B-1 Date Card B-1
2. Footings; Size -Spacing -Marriage Line
Date
Card B-1 Date Card B-1
3. Gas; MH Test -Demand -Valve -Connector
Date
POOLS (Plans) OK except #'s
4. Electricity; MH Test -Crossovers -Breakers -Clearances
1. Setbacks -Easements
5. Drain; MH Test -Fall -Flex Connector
2. Soils; Compaction -Structure Stability
6. Water; MH Test -Regulator -Connector
3. Pool Structure; Steel -Connections -Thickness ,
7. Water and Sewer Connected -C/O to Grade -HD Approval
Dead Men -Lining
8. Gas and Electricity Tagged
4. Elec.; Receptacles and Lighting, Distances-GFI
9. Exits; Insp.-Sketch
5. Elec.; Pool Lighting; 15 volts-GFI
10. Cert. of Occupancy
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.
Date
Card B-1 Date Card B-1
Boxes -Enclosures -Panel boards -Ins. to Main in Conduit
Date
Card B-1 Date Card B-1
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
n
'
t
O =Not OKd
= Not Applicable
Not Ready ` RESI ENTIAL (Single & Duplex)
' =
Date , A UND_FffLpOR (Plans) OK except ti's Vr'f T[C__M
11Zo,nin -Setbacks-Easements-Flood-Slope
lull 10, 2.7 ,/g., ain; Soils -Flet. Grnd.-/ /" Ftg. Depth 1
Ftg_ Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
.�Ftg;, Porches & Decks; Soils -Steel-/ /Ftg. Depth
\ mwalls, Main; Steel -Bloc kouts-Wrapped
Steel-Blockouts-Wra
66. Hold Downs and Special Anchors
7. SI�V§teel-Wrapped
L%"JJ- % iers-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. lectric; Underground
enums & Ducts; Clearance -Material -Support -Ins.
14 irders-Sills-Anchor Bolts -Joists -Vents -Cripples
liK Access & Ventilation
16. Insulation
Date +Z -Q% Card B-1VV Date Card B-1
Date Card B-1 Date Card B-1
Date PL BING (Permit),OK except k's
ater Htr.: Vent -Access -Combustion Air -Baffle
---------- -- - p --- -----
----------------- -----
i e:
Test & Anchor -Nail Protection
-------- ----- --------------------------
_ _ W.V.; Test -Fittings & Anchor -Nail Protection
--- power Pan; Test, First Floor -Tub Access
- taU. Test Tub & Shower, Second Floor -Tub Access
Gas Pipe: Size &
Date ! rD-fr� Card B-1 �_ _ Date 1_ Card B_1
Date 1Y Card B-1 Date Card B-1
Date EL
__WC (Permit) OK except ft's
---- - -- Y2. fixture & Transformer Clearance -ins. -Protection
2 let. Receptacles Spacing -Lights & Switches at Doors
--------- - - -- --- - - - - --- -----------
?// ze Boxes & No:, of Conductors -Stapled
--------- r------" N --------------- ----------------- ---- ----
omex Installed Close to Edge of Studs & C.J.
--------------- '- - -lo - - --- -- -- -- --
------ ------ - - --------------- ---- - ----
Equip. Ground made up w!Mech. Fastners-Bond Gas & Water
------------- -
Appbance Circuts in Kitchen & C uctor Size/GFI
---------- - -- ----------------- ------ - -----------------
Subfeed Wire Sizer ga. Cu or I- Wire Size / ga.
Cu or At
29. Range Circ. / ga. or AI -Oven Circ. / / ga. Cu or Al.
----------------- -- ---- ----
nsulated Ne at ❑ Yes ❑ No
Service -Riser Conductors & Ground -Main Disconnect
---------- /]!I quip Clearances Panels-Motors-Mech. Equip.
62 Clothes Closet Light -Shower Light -Spa Light
-------------- - - - - ---Show -- fight ------ Light -
- ----- --------
Smoke Detector
-------- - -- -- -- - - ----- - - - -- - -
-
Date- 1 Card B-1 ---- Date Card B-1
------- - ------------------- - ------------------------------
Date gard B-1 Date Card B-1
Date ME MANICAL (Permit) OK except tr's
A°.C. Ducts Insulation & Support
------------ --- ------------------------------------------
---------------------
Vent Fan; Exhaust above insulation
- --- ondensa__ Drain & Overflow: Size & Grade
---------------------------------------------------------------
-------------- -- ------------------------ --------------------
rnance-Vent: Access -Comb Air -Return Air Vent -115 outlet
-------------- - -
------
Attic Access & Platform if Furnance in Attic
--------------------------------------------------------------------------------
Date Card _B- 1 Date Card -B-1
Date 7d B-1 Date Card B-1
Date F MING (Plans) OK except #'s
9. Si Proper Material & Anchors
4 IIs Studs -Nailing. Spacing & Bracing -Plates -Sound
4i. B ng Wal over Girders & Floor Nailing
------------------- -------- n__
ps.
Sto in Walls (rat proof)
------------ - ---- ------------------------------- -----------------------
re ops: Furred Ceilings -Stairs -Chases -Tub
------------- -- -- -----------------------------------------------
eaders & Beam -Size &Bearing
Dale FRAMING (Continued)
5. angers -Post Caps -Anchors -Connectors
_C g. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng.
ireplace Ties or Type A Flue -Fireplace Throat clearance
Access; Size & Romex Protection -Draft Stop -Ins. Baffles
--- rm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Garage Fire Protection Framing
t51._P-roperty Line Firewall & Openings
--
I. Doors -One 3' -Check Garage -3rd Story, 2 Exits
- ---I 'rs; Width -Headroom -Rise -Run -Landing -Fire Protection
ywood on Roof Overhang -Attic Vents -Rafter Outriggers
_ Siding -Nailing Veneer
--------- tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
7 Sla7ing Area -Glass Protection -Skylights -Plastic
G he alls: Nailing -Bolts
Zs 91rj nsulation-Walls-Ceilings
60. Infiltration -Walls -Windows
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL,(Plans) OK except ft's
Steps -Door & Sidelight Protection -Landings
------------ - ----
moke Detector
Fur ace: Vents -Clearance -Comb. Air -Connector -
1 arage: Above Floor -Ducts -Meth. Protection
roomExiting
&Bath Fixtures & Tub Access -Spa
------------- --------------- --
66. lec. Trim & Subpanel: Breaker Sizes & Labels
S rs & Rails
replace or Stove: Clearances -Hearth
- lec. Outlets at Wood Panel: Int & Ext
7 Ki Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance
7 ec. Outlets & Receptacles at Kit. Counter
------------ - - ----- - -- - --- --
_ _ . arage Fire Door: Swing -Landing -Closer
--- --___ A.C. Duct in Garage -Damper
74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. .
n,Garage: Above Floor -Meth. Protection
_b. Elec. &Mech. Equip. Listed for Location
ec. Receptacles in Garage; (G.F.I.)-Romex Protection
----------/1csulation-Foam-Looked in Attic ❑ Yes
uard Rails & Deck Construction -Post Caps
. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under f'or ❑ Yes
------- - - - - -
-------------------
Fotl wing instld.: Driv Yes ❑ No; Walks ❑ Yes No;
niers ❑Yes No
..--------------------------------- ---
xl tu
- --
cco: Brown -Finish
/&�d Unit; Disconnect. Electrical, Plumbing
63. Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to
-
,Openings ---
ter_Well; Disconnect, Electrical, Plumbing
- - - error Elec. Trim; G.F.I. Receptacle -Underground —
. V latj,on Throughout House
_.. _ . _
G s Protection
-- ----------------------------------------
Corr ctions from Previous Inspections --_
L�{ry as
jest
-Me Tagged; Gas -Electric -- -----_
Water & Sewer Connected -C/O to Grade -HD Approval
----------- y____.----
91. Energy Compliance Certificate -Other Certificates
----------------------------------------- --------
Date Card B-1 Date Card B-1
-------------- -----
Date- Card -1 ------ Date --Card B-1-----
--- - ----------------------------
Date Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING DIVISION
AUTHORIZATION
TO CONNECT
Address A5,5- PLOT,,./ cr
GAS
Meter By Date
ELECTRIC
Meter By Date
DETACH FOR SERVING UTILITY
Address qz 55— �La" "�.,
GAS.
Meter By Date
ELECTRIC
Meter By Date
a
MT
0
' COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldf Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
J 747 Elliott Road, Paradise, CA - (916) 872-6307
- CORRECTION NOTICE
r
:. - A15
OWNER PERMIT NO.
- A routine inspect
i indicates that the following violations of Butte County Ordinances exist at
the above addr s and 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 co act this office immediately.
p;i f g -doaS
A�
DBte43 — Inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER - PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
Owner:
Permit No.
ENERGY CER'T'IFICATION
LOCATION A.P. No.
ROOF
Material
Thickness(inches)
DESCRIPTION OF INSULATION
Brand Name
Thermal Resistance (R Value)
EXTERIOR WALL
Material FIBERGLASS BATTS Brand Name SCHULLER INT.
Thickness(inches) ' Thermal Resistance(R Value)
CEILING
Batt or Blanket Type FIBERGLASS BATTS Brand Name SCHULLER INT.
Thickness(inches) ja'' Thermal Resistance(R Value) $ �-
Loose Fill Type FIBERGLASS Brand Name SCHULLER INT.
Minimum Thicknes5(Inclies) Number of Bags P-) Wt. per bag 27 lb.
Area covered(ft. Thermal Resistance(R Value).
FLOOR, ELEVATED
Material'FIBERGLASS BATTS Brand Name SCHULLER INT.
Thickness(inches) Why" Thermal Resistance(R Value)
FLOOR, SLAB
Material
Thickness(inches)
Width(inclies)
FOUNDATION WALL
Material
Thickness(inches)
Brand Name
Thermal
Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
I hereby certify that the above insulation was installed in the above building
in conformance with the State of California Energy Requirements.
Loerke In,-aulation Co.. Inc. 499150
FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO.
JW yq Q q-Ckjj_Q__ NOV 0 1 1996
SIGNATURE OF INSTALLATION APPLICATOR DATE
I hereby certify the above insulation and all required items as shown on the
Building Department approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
FIRM /OWNER (Please print)
S TU OF QENERAL CONTRACTOR OWVER
STATE CONTRACTOR'S LICENSE NO.
r
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
GREGORY A. PEITZ
ARCHITECT
1907 MANGROVE AVENUE, SUITE "E". CHICO, CA 95926. (916) 894-5719
-3/11
CQUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER RA 11 Yal , B(Ldd 16/Mll A. P. No. C)co3, 3t;6 -0
Proposed Building Use
Building Inspector a ,C Y656 h Date
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED BY
1. All items have been submitted . ................................ k...... .
2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... .
3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... `
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material Form . ........................................... .
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings . ...................... i
8. Engineered truss details and layout in duplicate (required prior to plan check). ....
9. Mobilehome data and anufacturer's installation instructions, 2 sets.
10. Fees of $ , ....... ! ......................... L `i
11. Impact fees as shown on attached schedule. .. r z�
12. California Department of Forestry p rov /fL4 s IZ.
13. Flood elevation letter (100 year flood by.Califo sneer. ... .
14. Sanitation and plot plan approval Health Department. . �k4kRA Cis:
15. City of Chico plumbing permit. •.........................................
16. Plot plan and business license approval from City of Biggs/Gridley. .............
17. Planning.approval for (A) Use: (B) Parking: . ........ '•
18. Contact Land Development about (A) Improvements (B) Drainage. ...........
19. Driveway permit (construction approval required prior to occupancy). . .�
F;44;sped on reque-sfY
20. Pre -inspection for required. .. to Building Inspector (Date)
21. Contractor's license information. (No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation Insurance . ..........................
23. Owner -Builder Verification (Given to owner Mail to owner �. .
'24. Recorded copy of Agricultural Acknowledgement Statement . ................../�5494
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 . ...............
1.!
TO:
FROM:
SUBJECT:
Building Department
Environmental Health
Sanitation Clearance
E.H. USE O Y
Plot Plan Auachad 41
Floor Plan Attached
Seat to B.D. /
Owner / Location AP#
Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well
Clearance for bedroom. home. Other
Hold final for:4
Grti
Final clearance O.K. for:
NOTE:
kaq
Environmental Pealth Specialist 0 Date
8/92
COUNTY OF BITrrL' - DEF.LRZ'M.Y'P OF DE'Tr-ZF 4D'1T ScZI ICZS - BITII.DING DIVISION
7 COUNT? Cr ='R DR VE. CROVILLS CA 95965 - TELZPHONE (916)'528-71541
OWNM • `-) p U tires . JuzJ-XUA - �A I KjV,I
P.ROPOSZO BUILDING USE
41. SC3COL DISTRICT FSS
(paid at District Of=ice).........................
SHE. = Fr'3?S
(paid at Building Departmenc)
Residential..... x =$
un= c amt.
Commercial (sgfc} x =S
sa.:t. amt.
3. URBAN AREA F""r,.r5
(paid at Building Department) '
Residential (per unit) x =3
T un-,cs amc. .
Commercial (per sq ft) x _
sq.ft. amt.
4. RECZEATION DI.RIC: F'r.:S
(paid at D=strict Of-fice)........:................
A.3s16- o
DA
REC. DAT-REC
%0/1
Ig036, 7 11-22-
5. DRAINAGL DISTRICT F-..:5
(Concac= Land Developmen c Division) ..............
SRA FIS INSPECTION AND PLAN CSECZ = S89.00s'-
(paid at Buildi:g De:artmenc)
a. OTM
At t=xe of per=ic application. :eras advised t:ie above fees are required to be paid
prior to issuance. of t e per= -it.
APFLIC,N"' 1� \� I..;���,.. ✓� DATE
��
�# a
f:i-i
And when recorded mail to:
Building Division
#7 County Center Drive
Oroville,'Ca. 95965
Escrow$ 150956tb
apn 063-350-017
BUTTE COUNTY RECORDER
SERIALNO.95 - ,
RECORDED AT THE PEQUW OF
MID VALLEY TITLE COMPANY
DATE RECORDED:
TIME, NOV 2 Q
e,,00,9,,1995
AGRICULTURAL STATEMENT OF ACK,N`OWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to
herbicides. pesticides. and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation.
plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established
agricultural purposes and residents Nvithin said zones and on adjacent propem, should be prepared to accept such inconvenience or
discomfort from normal. necessan. farm operations.
All that real property situate in the County of Butte. State of California. described as follows:
Datc: PROPERTAb d c
State of California )
County of Butte )
On 11/11/95 before me, Tami"Barlow
personally appeared Budd Schwab personally
known to (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and
that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted,
executed the instrument.
WITNESS my hand and official seal. OFFICIALS
978221 D
TAMI BARLOW
1 w r NOTARY PUBLIC • CALIFORNIA (n
r Q COUNTY Of BUTTE (�
Signature �f 7 _ _ _ l� Sea.]: dry Commission Expires November 19, 1996
A. P. #
NOTE TO RECORDER: DO NOT RECORD THIS SIDE
TiTRA
ST:.;.....;...:..:.:.:
• � A.A.-� 1
Instructions for recording Agricultural Statement of Acknowledgement:
I. Insert the legal description of the property in the space provided on the other side of this
form. The legal description is the narrative description of the property - which will be on
your deed. If you don't have access to the deed, the Recorders Office can provide this
information. ( The description may be handwritten or typed in the space provided or attached
on a separate sheet if more space is required).
2. Property owners must sign in the presence of a Notary Public and have the form notarized.
3. Make a copy of the form and then take the original and copy to the Recorder's Office at 2.5
County Center Drive. Oroville (the Administration Center building). The Recorder will
record both the original and copy. They N%ill keep the original and return the copy to vou.
Just bring the copy back to the Building Division at 7 County Center Drive.
RECORDER'S FEES: $6.00 - 1st. Page
$3.00 - Each Additional Page
RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday).
3
K
OVER
ORDER NO. BU -150956 TB
DESCRIPTION:
ALL THAT CERTAIN ,REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA,
COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:
PARCEL I:
LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION
UNIT NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER
OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988,
IN BOOK 108 OF MAPS, AT PAGE(S) 76, 77, 78, 79 AND 80.
EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY:
A PORTION OF LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN
SUBDIVISION UNIT NO. 111, WHICH MAP WAS RECORDED IN THE OFFICE OF
THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON
FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGE(S) 76, 77, 78, 79
AND 80, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3 IN THE CENTER OF
FLODIN'S COURT, AS SHOWN ON SAID SUBDIVISION MAP; THENCE FROM SAID
POINT OF BEGINNING AND ALONG THE BOUNDARY LINE BETWEEN LOTS 3 AND
4 OF SAID SUBDIVISION NORTH 56 DEG. 48' 47" WEST, 399.81 FEET;
THENCE NORTH 87 DEG. 46' 07" EAST, 242.37 FEET; THENCE SOUTH 36
DEG. 31' 19" EAST, 230.00 FEET TO A POINT IN THE CENTERLINE OF SAID
FLODIN' S COURT, SAID POINT BEING ON THE ARC OF A 100.00 FOOT RADIUS
CURVE, CONCAVE TO THE SOUTHEAST, A RADIAL LINE FROM SAID POINT
BEARS SOUTH 26 DEG. 13' 15" EAST; THENCE ALONG SAID CENTERLINE AND
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 36 DEG. 13' 23",
AN ARC DISTANCE OF 63.22 FEET TO THE POINT OF BEGINNING.
PARCEL II•
A PORTION OF LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN
SUBDIVISION UNIT NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF
THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON
FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGE(S) 76, 77, 78, 79
AND 80, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE ALONG THE
BOUNDARY LINE BETWEEN LOT 3 AND 4 OF SAID SUBDIVISION SOUTH 56 DEG.
48' 47" EAST, 384.16 FEET; THENCE SOUTH 87 DEG. 46' 07" WEST,
314.02 FEET TO THE WEST LINE OF SAID LOT 4; THENCE ALONG SAID WEST
LINE NORTH 01 DEG. 59' 15" WEST, 222.64 FEET TO THE POINT OF
BEGINNING.
PARCELS I AND II HEREIN ARE PURSUANT TO A BOUNDARY LINE
MODIFICATION BY DEEDS RECORDED MARCH 16, 1993, UNDER BUTTE COUNTY
RECORDER'S SERIAL NOS. 93-10273 AND 93-10274, AND CANNOT BE SOLD
SEPARATELY.
CONTINUED
ORDER NO. BU -1509.56 TB
PARCEL III:
ANON -EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC
UTILITIES OVER LOTS 1, 2, 3, 4,i5 AND 6, AS SHOWN ON THAT CERTAIN
MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 111, WHICH MAP WAS
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,
STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT
PAGE(S) 76, 77, 78, 79 AND 80.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF
PARCELS I AND II, DESCRIBED HEREIN.
PARCEL IV:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC
UTILITIES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE
OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,
ON OCTOBER 20, 1981, IN BOOK 86 OF MAPS, AT PAGE(S) 50 AND 51.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF
PARCELS I AND II, DESCRIBED HEREIN.
PARCEL V:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC
UTILITIES OVER PARCEL 3, AS SHOWN ON THAT CERTAIN BOUNDARY LINE
MODIFICATION BY PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER
OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 13, 1984,
IN BOOK 94 OF MAPS, AT PAGE(S) 24 AND 25.
�....-y,,.o.-+-�vxs�-i,i,rti✓�...�{.�'�i•m+r�-.•Y.r-Y'^r•�wrri`.'��x1,,,,,,..,_....-..cL........�v.ti,.oi'Stl••,,.'-�.•. ,:r.,,rt w,._.-..fT".'�,, ,. ..� ��., .. {'... .. .. ....r.�... if �
,r • � r2 l
BUTTE COUNTY SCHOOLS ,IMpR,CT FEE CERTIFICATION FORM
(One Form Per Building)
School District Building Department No.
A.P. Number io3-.9,sQ -6 G Jurisdiction: 0 City [�] County
Property Owner
Property Locatic
Subdivison
Residential Development
Commercial/Industrial
I
Department Representative
(Floor Plans reviewed by School District Personnel)
0131196— - to
Datef
District Identification No. q(DO
(AnAiat'i , _School District certifies that
(Applican
(Street
(City) (State)
has complied with the requirements of Resolution No. 5
representing S25 L square feet. As 2926
Sc
Paid by Check #
Remarks:
Bank Number
Paid by Cash
(Phone Number)
(Zip
by payment of $
FULL MITIGATION $
Date
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee
Certification Form, the School District is notified by the applicable Local Planning Agency that this project
is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to
additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow -(building department), Pink (school district)
feeformmkl (11/94)dmm
SIERRA WEST SURVEYING
LICENSED LAND SURVEYING
5437 Black Olive Drive - Paradise, CA 95969
Phone: (916) 877-6253
November 9, 1995,
BUTTE COUNTY
BUILDING DEPARTMENT
7 County Center Drive
Oroville, California 95965-3397
Re: Schwab Building Permit
Driveway Grade
APN 63-35-03
Dear Gentleperson:-
On November 8, 1995, Sierra West Surveying measured the
driveway grade on the Schwab property, APN 63-35-03, finding grades
from.11% to 12% for its entire length..
Thank you for your consideration.in this matter.
Sincerely,
Robert G. Agee, Ji.
R.C.E. 27647
Registration Expires 3/31/98
RGA/jee
C:�VpData\Letters\SchvabAtr
GREGORY A. PEITZ
ARCHITECT
1907 MANGROVE AVENUE, SUITE "E". CHICO, CA 95926. (916) 894-5719
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GREGORY A. PEITZ
ARCHITECT
1907 Mangrove, Suite E, Chico, CA .95926 (916) 894-5719
Structural Calculations for::.
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ARCHITECT
1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719
Structural Calculations for
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LOAD SUMMARY
*Use normal. force
-method
*Exposure
B'
*Basic .wind .speed:.
75
mph .
P = Ce Cq
qs
I
Walls
P = .62 *
1.3
*
14.5
*
1.0 =
.0117 ksf
< 15 ft.'
P = .67 *
1.3
*
•14.5
*'
1 .0 =
.0126 ksf
0 20 ft.
P = .72 *
1.3
*
1.4.5
*
1.0 =
.0136 ksf
® 25 ft.
P = .76 *
1.3
*
14.5
*
1.0
= .0143 ksf
a 30 ft..
Roofs 2:12
to
less than
9:12
P _ .6'2 *
1.0,
*
14,1.5
*
1.0 =
.009 ksf <
15 ft.
P = .67 *
1.0
*
14.5
*
1.0 =.;010
ksf'Q
20 ft.
P =.. 72 *
1 :.0
*
14:.5
*
1 .:0., _
',..01 1 ksf Q
25 ft.
P = .76 *
1.0
*
14.5
*
1.0 =
.011 ksf @-
30 ft.
Roofs 9:12
to
12.12
P = .62 *
1 . 1
*
14.5
*
1.0 '_
.0'10 'ksf <
15 ft.
P = .67 *
1.1
*
14.5
*
1.0 =
.011 ksf.Q
20 ft.
P = .72 *
1.1
*
14.5
*
1.0 =
.012 ksf @
25 ft.
P = .76 *
1 . 1
*
14.5
*
1.Q =
.012 . k.sf Q
30 ft.
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CONCRET3 10:26 PM
-:----------------------------------------------------------------------
Rev 9-21-93 • Concrete retaining wall 8/ 2/95
------------------------------------------------------------------------
Description >>Cantilevered retaining wall
»
------------------------------GENERAL DATA-------=---=------------------ -
Wall type > 2 1 => Supported 2 => Cantilevered
Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure
Backfill slope > 0 Horizontal 0 . Vertical
Soil weight > .110 kcf
-------------------------------- LOADING ---------------------------------
Wdl minimum > .000 kips/ft
Wdl + Wll maximum > .620 kips/f-t
Equivalent fluid pressure > .030 kcf /
Sloping backfill surcharge> .000 kcf
Total EFP > .030 kcf
Surcharge Distance Surcharge.
P Comment to wall height
000 3.000 .000
Uniform lateral load > .•000 ksi* Earthquake/wind loading
-----------------------ALLOWABLE DESIGN STRESSES -------------------------
***Soil***
Class of materials > 4 Input
Allowable passive (vert.) > 1.500 ksf .000
Allowable passive (horiz.)> .150 ksf/ft depth .000
Lateral sliding coeff. > .250 ` .000
---Concrete---
f'c > 2.500 ksi
fy > 40.000 ksi
Es > 29000000psi
m > 18.824
----------------=--------------WALL DATA--------------------------------
Cantilevered
----------------------- -----Cantilevered wall may use varying thickness segments
Segment wdl Actual t.Actual d Max. d
1 .000 to 4.000 > .300 6.000 r 3.000 J 3.500
2 .000 to .0.00 .000.. .000 .000 .00.0
3 .000 to .000 .000 .000 .000 .000
Segment b*d'2 '" M Factor Mu Mn As
1 108.000 .320 1.700 . ".544 .604 .082
2 .000 .000 .1.700 .000 .000 ..000•
3 .600 .000 1.700 .000 .000 .000
I? w - q
----------------------------WALL REINFORCING ---------------------------
Segient 1
Horiz. As min. > .180 .in'2
Vert. As min. >. .108 in'2
Calculated As > .082 in"2
Vertical Horizontal
#4 at .18 in. o.c. y` #4 at 13- in. o.c.
#5 at 18 in. o.c. #5 at 18 in. O.C.
#6 at 18 in. o.c. #6 at 18 in. o.c.
#7 at 18 in. o.c. #7 at 18 in. o.c.
#8 at 18 in. o.c. #8 at 18 in. o.c.
Segment 2
Horiz. As min. > .000 in'2
Vert. As min. > .000 in -2
Calculated As > .000 in'2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min.' > .000 in -2
Vert. As min. > .000 in"2
Calculated As > .000 in'2
Vertical Horizontal
#4 at 0 in. O.C. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in.!o.c.
#6 at 0 in. o.c. #6 at 0 in:, o.c'.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
------------=-----------------FOOTING DATA ------------------------------
Toe length > .750 feet Safety factor > 1.818
Heel length > .750 feet Soil pressure > 1.403
Minimum footing length > .000 feet
Actual footing length (L) > 2.000 feet
Footing depth > -12.000 inches
----------------------OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftq depth for gross.OTM and sliding'? (Y/N) > Y
Overturning moment (OTM) > .625 ft -kips
W Arm Moment
------------------------------------------------------------------------
Wdl min. .000 kips 1.000 feet .000 ft -kips
Wdl+Wl1 .620 kips 1.000 feet .620 ft -kips
Segment 1 .300 kips 1.000 feet .300 ft -kips
Segment 2 .000 kips 1..000 feet .000 ft -kips
Segment 3 .000 kips 1.000 feet .000 ft -kips
Soil .330 kips 1.625 feet .536 ft -kips
Ftq .300 lips 1.000 feet .300 ft -kips
--------------------------------------=---------------------------------
EWdl min> .930 kips EMdl min> 1.136 ft -kips
EWdl+Wll> 1.550 kips EMdl+Wll> 1.756 ft -kips
--------OVERTURNING AND SOIL PRESSURE CONT.---------------
EMdl min./OTM > 1.818 > 1.5 (OK>
Eccentricity ('e) > .270 feet <A/2-(EM4TM/EW)>
L/6 > .333 feet
It > 2.190 feet <3+L/2 -e>
Resultant within middle third of footing
Maximum soil pressure > 1.403 ksf <EWtl/A + 6*Wtl+e/A-2>
Minimum soil pressure > .147 ksf
----------------------------FEEL/TOE DESIGN ----------------------
---Heel design ---
Heel length > .750 feet
M > .124 ft -kips
d > 8.000 inches
As min. > .012 in'2
#4 at 48 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
---Toe design ---
Toe length > .750 feet
Max soil pressure > 1.403 ksf
Soil pressure at face of wall > .922 ksf
M max at face of wall > .350 ft -kips
d > 8.000 inches
As min. > .033 in'2
#4 at 48 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
-------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------
Asmin.._��> .576 in'2--
(3 #4 bars
2 #5 bars ...
2 #6 bars
1 #7 bars
1 #8 bars
2w — S
0 0 ?gip ' wk -0,P
(
2w -
-----------------------------LATERAL SLIDING ----------------------------
Rt ' > .000 'kips/ft
Rb > .375 kips/ft
Lateral sliding coeff. > .250 .233 kips/ft
Lateral sliding resistance> .000 .000 kips/ft
Allowable passive pressure > .150 ksf/ft depth
Lateral passive pressure provided > .075 kips/ft, <Footing only>..,
Net resistance provided > .308 kips/ft <Footing only>..
Factor of safety, > .820 NO GOOD!
Concrete slab at base of wall ? > a
Thickness > .000 inches
Width of slab > .000 feet
Resistance provided by slab > .000 kips/ft
Total resistance > .308 kips/ft
Shear key must provide > .255 'kips lateral resistance
Equivalent depth of shear key > 4':227 feet <Maximum 15'>
Allowable passive pressure > .634 ksf <at.base of key?
Allowable passive pressure > ' .697 ksf <at"bottom of key>
Shear key required depth > 5.000 inches
Shear key moment > .059 ft -kips
Shear key thickness > 8.000 inches
d > 4.000 inches
As min. > .011 in"2
#4 at 48 in. o.c.
#5 at 48 in, o.c.
#6 at 48 in. o.c.
#7 at 48 , in. o.c.
#8 at 48 in. O.C.
------------------------------------------------------------------------ '
(Zw - -)
CONCRET3
------------------------------------------------------------------------
10:27 PM
Rev 9-21-93 Concrete retaining wall
------------------- ----------------------------------------------------
8/ 2/95
Description >)Cantilevered retaining wall
----------=-------------------GENERAL-DATA-------------------------------
Wall type > 2 1 => Supported 2 => Cantilevered
Lateral load type> 2 1 :> Wind/earthquake 2 =>
Soil pressure
Backfill slope > 0 Horizontal 0
Vertical
Soil weight > .110 kcf
-------------------------------- LOADING ---------------------------------
Wdl minimum > .000 kips/ft
Wdl +'Wll maximum > .620 kips/ft
Equivalent fluid pressure > .030 kcf
Sloping backfill surcharge) .000 kcf
Total EFP > .030 kcf
Surcharge D'istance Surcharge"
P Comment to wall height,,
------------------- :
3.000 .000
Uniform lateral; load > .000 ksf Earthquake/wind
r
loading
-----------------------ALLOWABLE DESIGN STRESSES ------------------------
***Soil***
Class of materials > 4
Input
Allowable passive (vert.) > 1.500 ksf
.000
Allowable passive '(boriz.)> ,150 ksf/ft' depth
.000
Lateral sliding coeff. > :250
.000
---Concrete---
f'c > 2.500 ksi
fy > 40.000 ksi
Es > 29000000psi
m > 18.824
-------------------------------WALL DATA --------------------------------
Cantilevered wall may use varying thickness segments
Segment �dl Actual t
Actual d
Max. d
1. .000 to 6.000 .450 6.000
3.000
3.500
2 .000 to ..000 .000 --.000
.000
.000
3 .000 to .000 .000 .000
.000
.000
Segment bid"2 M Factor Mu Mn
As
1 108.000 1.080 1.700 1.836 2.040
.216
2 .000 .000 1.700 .000 .000
000
3 .000 .000 1.700 .000 .000
.000
(?-- w - 0
------------------------------ WALL REINFORCING ----------------------------
Segment 1
Horiz. As min. > .180 in'2
Vert. As min. > .108 in'2
Calculated As > .216 in"2
Vertical Horizontal
#4 at 10 in. o.c.1#4 at 13 /in. O.C.
#5 at 16 in. o.c. ✓ #5 at 18 e in. o.c.
#6 at 18 in. o.c. #6 at 18 in. o.c.
#7 at 18 in, O.C. #7 at 18 in, o.c.
#8 at 18 in. o.c. #8 at 18 in. o.c.
Segment 2
Horiz. As min. > .000 in'2
Vert. As min. > .000 in"2
Calculated As' > .000 in"2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 ,in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. > .000 in -2
Vert. As min. > .000 in'2
Calculated As > .000 in'2
Vertical Horizontal'
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. O.C. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c..
#7 at 0 in. O.C. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
------------------------------FOOTING DATA ---------------------------- ---
Toe length > 1.500 feet Safety factor > 1.815
Heel length > 1.000 feet • Soil pressure > 1.252
Minimum footing length, > ..000 feet
Actual footing length (L) > 3.000/feet
Footing depth, >'.'12.000 inches
-----=---------------- OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftg depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (OTM) > 1.715 ft -kips
W Arm Moment
-------------------------------- ---------------------------------------
Wdl min. .000 kips 1.750 feet .000 ft -kips
Wdl+Wll .620 kips 1.750 feet 1.085 ft -kips
Segment 1 .450 kips 1.750 feet .788 ft -kips
Segment 2 .000 kips 1.750 feet •,. .000 ft -kips
Segment 3 .000 kips 1.750 feet .000 ft -kips
Soil .660 kips 2.500 feet 1.650 ft -kips
Ftg .450 kips 1.500 feet .675 ft -kips
------------------------------------------------------------------------
EWdl min) 1.560 kips EMdI min) 3.113 ft -kips
EWdl+Wll> 2.180 kips EMdl+Wll> 4.198 ft -kips
---: --------------OVERTURNING AND SOIL PRESSURE CONT .---------------
EMdl min./OTM > 1.815
> 1.5 <OK>
Eccentricity (e) > .361
feet <A/2-(EM-OTM/EW)>
L/6 > .500
feet
L' > 3.416
feet <3xL/2-e>
Resultant within middle third of footing
Maximum soil pressure
> 1.252 ksf <EWtl/A + 6+Wtl+e/A"2>
Minimum soil pressure
> .202 ksf
----------------------------HEEL/TOE
DESIGN -------------------------.----
---Heel design ---
Heel length > 1.000
feet
M > .330
ft -kips
d > 8.000
inches
As min. > .031
in"2
#4 at 48 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 'in. O.C.
---Toe design ---
Toe length > 1.500
feet
Max soil pressure
> ,1.252 ksf
Soil pressure at face of wall
> .702 ksf
M max at face of wall
> 1.202 ft -kips
d > 8.000
inches
As min. > .114
in'2
#4 at 20 in. o.c.
#5 at 32 in. o.c.
#6 at 46 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
-------------------LONGITUDINAL
FOOTING RftNFOIRCEMENT -------------------
As min. > .864
525#4 bars....-
in -2
�,✓
3""`# b rs
e�....�� �`'
0Aq QiP-� i� t 4)f t
2 #6 bars
2 #1 bars
2 #8 bars
-----------------------------LATERAL SLIDING ----------=-----------------
Rt > .000 kips/ft
Rb > .735 kips/ft
Lateral sliding coeff. > .250 .390 kips/ft
Lateral sliding resistance> .000 .000 .-kips/ft
Allowable passive pressure > ;450 ksf/ft depth
Lateral passive pressure provided > .075 kips/ft <Footing only>
Net resistance provided > .465 kips/ft <Footing only)
Factor of safety > .633 NO GOOD!
Concrete slab at base of wall ? > n
Thickness > .000 inches
Width of slab > .000 feet
Resistance provided by slab> .000 kips/ft
Total resistance > .465 kips/ft
Shear key must provide > .638 kips lateral resistance
Equivalent depth of shear key > 4.727 feet (Maximum 15'>••
Allowable passive pressure > .709 ksf <at base of key>
Allowable passive pressure > .834• ksf <at bottom of key>
Shear key required depth r ) 10.000 inches
Shear key moment > ,275 ft -kips
Shear key thickness > 8.000 inches
d > 4.000 inches
As min. > .052 .in"2
#4 at 45 in. o.c.
#5 at 48 in. O.C.
#6 at 4.8 in. o.c.
#7 at. 48 in. O.C.
#8 at 48 in. o.c.
-------------------------------------------------------------------------
CONCRET3 10:28 PM
------------------------------------------------------------------------
Rev 9-21-93 Concrete retaining wall 8/.2/95
-------------
Description >>Cantilevered retaining wall.-
--------- m ------- ------------ GENERAL
all.-------------------------------GENERAL DATA --------- ----------------------.
Wall type > 2 1 * Supported 2 => Cantilevered
Lateral load type> 2 1 * Wind/earthquake 2 => Soil pressure
Backfill slope > 0 Horizontal 0 Vertical
Soil weight > .110 kcf
-------------------------------- LOADING ---------------------------------
Wdl minimum > .000 kips/ft
Wdl + Wll maximum > .620 kips/ft
Equivalent fluid pressure > .030 kcf
Sloping backfill surcharge> .000 kcf,
Total EFP > .030 kcf
Surcharge Distance Surcharge
P Comment to wall height
---------------------------------------------
.000 3.000 .000
Uniform lateral load - > .000 ksf Earthquake/wind loading
-----------------------ALLOWABLE DESIGN STRESSES ------------------------
***Soil***
Class of materials > 4 Input
Allowable passive (vert.) > .1.500 ksf .000
Allowable passive (horiz.)> .150 ksf/ft depth .000
Lateral sliding coeff. ' > .250 .000
---Concrete--
f'c > 2.500 ksi
fy > 40.000 ksi
Es > 29000000psi
M > 18.824
,
----------------------WALL DATA'-----=--------
--------- ----------------
Cantilevered wall may use varying thickness segments
Segment wdl Actual t Actual d Max. d
1 .000 to 7.000 .525 6.000 3.000 3.500
2 .000 to .000 - :000 .000 .000 .000
3 .000 to .000 .000 .000 .000 .000
Segment bid"2 M Factor Mu Ma As
1 108.000 1.715 1.700 2.916 3.239 .357
2 .000 .000 1.700 .000 .000 ..000
3 .000 .000 1.700 .000 .000 .000'
lZw - 12-
-----------------
-----------WALL REINFORCING ----------------------------
Segment 1
Horiz. As min. > .180 in'2
Vert. As min. > .108 in"2
Calculated As > .357 in -2
Vertical Horizontal
#4 at 6 in. o.c. #4 at 13 in. o.c.
#5 at 10 in. o.c. #5 at 18 in, o.c.
#6 at 14 in. o.c. #6 at 18 in. o.c.
#7 at 18 in. o.c. #7 at 18 in. o.c.
#8 at 18 in. o.c. #8 at 18 in. o.c.
Segment 2
Horiz. As min. > .000 in -2
Vert. As min. > .000 in -2
Calculated As > .000 in -2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. >•• .000 in -2
Vert. As min. > .000 in'2
Calculated As > .000 in"2
Vertical Horizontal "
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in, o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.C.
------------------------------FOOTING DATA -----------------------------
Toe length > 1.670 feet Safety factor > 1.887
Heel length > 1.330 feet Soil pressure > 1.384
Minimum footing length >• .000 feet .
Actual footing length (L) > 3.500 feet
Footing depth > 12.000 inches'
----------------------OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftq depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (OTM) > 2.560 ft -kips
W Arm Moment
--------------------------------------------------- ---------------------
Wdl min. .000 kips 1:920 feet .000 ft -kips
Wdl+Wll .620 kips 1.920 feet 1.190 ft -kips
Segment 1 .525 .kips 1.920 feet 1.008 ft -kips
Segment 2 .000 kips 1.320 feet .000 #t -kips
Segment 3 .000 kips 1.920 feet .000 ft -kips
Soil 1.024 kips '2.835 feet 2.903..ft=kips
Ftg .525 kips 1.750 feet .919 ft -kips
------------------------------------------------------------------------
EWdI min> 2.074 kips EMdI min> 4.830 ft -kips
EWdl+Wll> 2.694 kips EMdl+Wll> 6.020 ft -kips
------------------OVERTURNING AND SOIL PRESSURE CONT ----------------
rMAI min /OTM> . 1 881
> 1.5 (UV
Eccentricity (e) > .466 feet <A/2-(EM-OTM/EW)>
L/6 > .583 feet,.
L' > 3.853 feet <3*L/2-e>
Resultant within middle third of footing
Maximum soil pressure > 1.384 ksf <EWtl/A + 6+Wtl+e/A'2>
Minimum soil,pressure > '.155 ksf,
----------------------------HEEL/TOE DESIGN -----------------------------
---Heel design ---
Heel length > 1.330 feet
.M > .681 "ft -kips
d > 8.000 inches
As min. > .064 in'2
#4 at 36 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
---Toe design ---
Toe length > 1.670 feet
Max soil pressure > 1.384 ksf
Soil pressure at face of wall > .784 ksf
M max at face of wall >" 1.651 ft -kips
d > 8.000 inches
As min. > .157 in'2
#4 at 14 in. O.C.
#5 at 23 in. o.c.
#6 at 33 'in. o.c.
#7 at 45 in. o.c.
#8 at 48 in. o.c.
-------------=-----LONGITUDINAL FOOTING REINFORCEMENT----"----------- ---
As min. > 1.008 in'2
/� d w LA t
4 #5 bars �(�(�.-� � vL<3 ,,-� `� ,
3 #6 bars
2 #7 bars
2 #8 bars
' w —
-----------------------------LATERAL SLIDING-- ----- -.--------------------
Rt > .000 kips/ft
Rb > .960 kips/ft
Lateral sliding coeff. > .250 .519 kips/ft
Lateral sliding resistance> .000 .000 kips/ft
,Allowable passive pressure > .150 ksf/ft depth
Lateral passive pressure provided > .075 kips/ft <Footing only>
Net resistance provided > .594 kips/ft <Footing only>
Factor of safety ... > .618.. NO GOOD!
Concrete slab at base of wall ? > " n
Thickness > .000 inches
Width of slab > .000 feet
Resistance provided by slab > .000 kips/ft
Total resistance > .594 kips/ft
Shear key must provide > .846 kips lateral resistance
Equivalent depth of shear key > 5.387 feet <Maximum'151>
Allowable passive pressure > .808 ksf <at base of key>
Allowable passive pressure > .958 ksf <at bottom of key>
Shear key required depth > 12.000 inches
Shear key moment > .454 ft—kips
Shear key thickness > 8.000 inches
d > 4.000 inches
As min. > .087 in -2
#4 at 27 in. o.c.
#5 at 42 in. o.c.
#6 at 48 in, o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
------------------------------------------------------------------------
cAt
d to CA b tf 0"%,"
ve�►�c,le Sv�r�%Izv9� = Z,o�- �t �'c�"-��•�,t w�lt
», �a x a<e, = (Z4/z +z) fl 3�
allooN�
Mw wta -
dwm�A k 1� vAi W
WWFN�1nwo ,�!! /
�I=/INNQQ
�voovv S
I
G� c �fiS 4,01
6-7Kbu-3
CONCRET3
------------------------------------------------------------------------
5:47 AM
Rev 9-21-93 Concrete retaining wall
------------------------------------------------------------------------
8/21/95
Description » Retaining wall at garage
»4' retained
"
------------------------------GENERAL DATA ------------------------------
Wall type >- 1 'I => Supported 2,=> Cantilevered -
Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure
Backfill slope > 0 Horizontal 0
Vertical
Soil weight > .110 kcf
-------------------------------- LOADING ---------------------------
Wdl minimum > .000 kips/ft
Wdl + Wll maximum > .510 kips/ft
Equivalent fluid pressure > .055 kcf
Sloping backfill surcharge> .000 kcf
Total EFP > .055 kcf
Surcharge Distance Surcharge
P Comment to wall height
2.000 Vehicle 3.000 .505
Uniform lateral load > .000 ksf ~ Earthquake/wind loading
-----------------------ALLOWABLE DESIGN STRESSES-- ---------------
-------
***Soil*+*
Class of materials > 4
Input
Allowable passive (vert.) > 1.500 ksf
.000
Allowable passive (horiz.)> ,150 ksf/ft depth
.000
Lateral sliding coeff. -> .250
.000
---Concrete---
f'c > 2.500 ksi
fy > 40.000 ksi
Es > 29000000psi
m > 18.824
-------------------------------WALL DATA --------------------------------
Note: When designing supported retaining walls - do
not use
more than -one segment
Segment wdl Actual
t Actual d
Max. d
1 .000 to 4.000 .300 6.000
3.000
3.500
2 .000 to .000 .000 .000
.000
.000
3 .000 to .000 .000 .000
.000
.000
Segment bid -2 M -Factor Mu Mn
As
1 . 108.000 .226 1.700 .384 .426
,057 -
2 .000 .000 1.700 .000 .000
.000
3 .000 .000 1.700 .000 .000
.000
69w'4
----------------------------WALL REINFORCING ----------------------------
Segment 1
Horiz. As min.. > .180 in -2
_Vert. As min. > .108 in -2
Calculated As > .057 in -2
Vertical Horizontal
#4 at 18 in. o.c. #4 at 13 in. o.c.
#5 at 18 in. o.c. #5 at 18 in. o.c.
#6 at 18 in. o•.c. #6 at 18 in. o.c.
#7 at 18 in. o.c. #7 at 18 in. o.c.
#8 at 18 in. o.c. #8 at' 18 in. o.c.
Segment 2
Horiz. As min. >.• .000 in -2
Vert. As min. > .000 in -2
Calculated As > .000 in'2
Vertical Horizontal
#4 at 0 in. O.C. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. > .000 in"2
Vert. As min. > .000 in'2
Calculated As > .000 in -2
Vertical Horizontal
#4 at 0 in. o.c. 14'at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6.at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. O.C. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
------------------------------FOOTING DATA -----------------------_-----
Toe length > .7.50 feet Safety factor > N/A'
Heel length > .750 feet Soil pressure > .720
Minimum footing length > .000 feet
Actual footing length (L) > 2.000 feet
Footing depth. > 12.000 inches
--------------7-------OVERTURNING AND SOIL PRESSURE---: --------------
Consider ftg depth for gross OTM and sliding ? (YIN) > Y
Overturning moment (OTM) > .000 ft -kips
W Arm Moment
---------.------------------------------------------------------
Wdl min. .000 kips 1.000 feet .000 ft -kips
Wdl+W11 .510 kips 1.000 feet .510 ft -kips
Segment 1 .300 kips 1.000 feet .300 ft -kips
Segment 2 .000 kips 1.000 feet .000 ft -kips
Segment 3 .000 kips 1.000 feet .000 ft -kips
Soil .330 kips 1.625 feet .536 ft -kips
Ftg .300 kips 1.000 feet. .300 ft-kips
-------------------------------------------------------------------'
EWdl min> .930 kips EMdl min> 1.136 ft -kips
EWdl+Wll> 1.440 kips EMdl+Wll> 1.646 ft -kips
------------------OVERTURNING AND SOIL PRESSURE CONT ----------------
ZMal min./OTM > N/A < 1.5 <OK>
Eccentricity (e) > .000 feet <A/2-(EM-OTM/EW)>
L/6 > .333 feet
L' > .000 feet <3*L/2-e>
Resultant within middle third of footing
Maximum soil pressure > .720 ksf <EWtl/A + 6+Wtl+e/A-2>
Minimum soil pressure > .720 ksf
----------------------------HEEL/TOE DESIGN -----------------------------
---Heel design ---
Heel length > .750 feet
M > .124 ft -kips
d > .000 inches
As min. > .000 in"2
#4 at 0 in. o.c.
#5 at 0 in. o.c.
#6 at 0 in. o.c.
#7 at 0 in. o.c.
#8 at 0 in. O.C.
---Toe design ---
Toe length > .750 feet
Max soil pressure > .720 ksf
Soil pressure at face of wall > .720 ksf
M max at face of wall > •.203 ft -kips
d > .000 inches
As min. > .000 in -2
#4 at 0 in. o.c.
#5 at 0 in. o.c.
#6 at 0in. 0
.c-
#7 at 0 in. o.c.
#8 at 0 in. o.c.
-------------------LONGITUDINAL FOOTING REINFORCEMENT --------------------
As min. > .576 in -2
3 #4 bars
2 #5 bars
2 #6 bars
1 #7 bars
1 #8 bars
C,Rw (0
----------------------------=LATERAL SLIDING----------------------------
Rt ) .202 kips/ft.
Rb ) .349 kips/ft
Lateral sliding coeff. > .250 .233 kips/ft
Lateral sliding resistance) .000 ..000 kips/ft
Allowable passive pressure ) .150 ksf/ft depth
Lateral passive pressure provided > .075 kips/ft <Footing only)
Net resistance provided > .308 kips/ft <Footing only)
Factor of safety > .881 NO GOOD!
Concrete slab at base of wall ? > N
Thickness > .000 inches
Width of slab > .000 feet
Resistance provided by slab > .000 kips/ft
Total resistance > '.308 kips/ft
Shear key-must provide > .216 kips lateral resistance
Equivalent depth of shear key > 4.227 feet <Maximum 15'>
Allowable passive pressure > 634 ksf cat base of key) '
Allowable passive pressure > .684 ksf <at.bottom of key>
Shear key required .depth > 4.000 .)inches
Shear key moment > .037 ft-kips
Shear key thickness > .8.000 inches
d > 4.000 inches
As min. > .007 in"2
#4 at 48 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
------------------------------------------------------------------------
C, yew
CONCRET3
----------------------------
5:48 AM
-------------------------------=----
Rev 9-21-93 Concrete retaining wall
-----7-----------------
8/21/95
Description >>Retaining wall at garage
))6' retained
---------------------=--------GENERAL DATA-----------------------
-
Wall type > 1 1 =).Supported 2 => Cantilevered
Lateral load type> 2 1 => Wind/earthquake 2
:> Soil pressure
Backfill slope > 0 Horizontal 0
Vertical
Soil weight > .110 kcf
--------------- --LOADING---------------
------------------
Wdl minimum > :,000 kips/ft
Wdl + W11 maximum >. .510 kips/ft
Equivalent fluid pressure > .055 kcf
Sloping backfill surcharge> .000 kcf
Total EFP > .055 kcf
Surcharge Distance Surcharge
P Comment to wall height
---------------------------------------------
2.000 Vehicle 3.000 .505
Uniform lateral load > 000 ksf Earthquake/wind
loading.,
-----------------------ALLOWABLE DESIGN -STRESSES -----
-------------------
***Soil***
Class of materials > 4
Input
Allowable passive (vert.) > 1.500 ksf
000
Allowable passive (horiz.)> .150 ksf/ft depth
Lateral sliding coeff. > .250
.000
.000
--- Concrete---
f'c > 2.500 ksi
fy > 40.000 ksi
Es > 29000000psi
m > 18.824
-------------------------------WALL DATA -------------------------------
Note: When designing supported retaining walls - do
not use
more than one segment
Segment wdl Actual
t Actual d
Max. d
1 .000 to 6.000 .450 6.000
3.000
3.500
2 .000 to .000• .000 .000
.000
.000
3 .000 to .000 .000 .000
.000
.000
Segment bid"2 M Factor Mu Mn
As
1 108.000 .762 1.700 1.295 1.439
.199
2 .000 .000 1.700- .000° •.000
.000
3 .000 .000 1.700 .000 .000
.000
C, yew
----------------------------WALL REINFORCING ------------------ =---------
Segment 1
Horiz. As min. > .180 W2 -
Vert. As min. > .108 in -2
Calculated As > .199 in'2
Vertical Horizontal
#4 at 11 in. o.c. #4 at 13 in. o.c.
#5 at 1;8 in. o.c. 15 at 18 in. o:c.
#6 at 18 in, o..c. #6 at 18 in. O.C.
#7 at 18 in. o.c: #7 at 18 in. o.c.
#8 at 18 in. o.c. #8 at 18. in. o.c.
Segment 2
Horiz. As min. > .000 i4
Vert. As min. > .000 in'2
Calculated As > .000 in'2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c;- #6 at 0 in. o•. c.
#7 at 0 in. o.c. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. > .000; -in -2
Vert. As min. > .000 in -2
Calculated As > .000 in -2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in: o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at 0 in. o.c.
#7 at 0 in. o.c. 47 at 0 in. o.c.
#8 at 0' in. o.c. #8 at 0 in. o.c.
------------------------------FOOTING DATA=----------------- ------
Toe length > .750 feet Safety factor > N/A
Heel length > .750 feet Soil pressure > .878
Minimum footing length > .000 feet
Actual footing length (L) >2.000 feet
Footing depth > 12.000 inches
----------------------OVERTURNING AND SOIL,PRESSURE--------------- ------
Consider ftg depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (ATM) > ..000 ft -kips
W Arm. ... Moment
-----------------------------
Wdl min. .000 kips 1.000 feet .000 ft -kips
Wdl+Wll .510. kips 1.000 feet .510 ft -kips
Segment 1 .450 kips 1.000 feet .450 ft -kips
Segment 2 .000 kips 1.000 feet .000 ft -kips
Segment 3 .000 kips 1.000 feet .000 ft -kips
Soil .495 kips 1.625 feet .804 ft -kips
Ftg 300 kips 1.000 feet .300 ft -kips
------------------------- --------
EWdl min> 1.245 kips EMdI' mib 1.554 ft -kips
EWdl+Wll> 1.755 kips EMdl+Wll> 2.064 ft -kips
01►ERTURNING'Ai1D SOIL PRESSURE CONT.----=----------
EMdl min."/OfiM > 'N/A < 1.5 <OK>
Eccentricity (e) > .000 feet <A/2-(EM-OTM/EW)>
L/6 > .333 feet
L' > .000 feet <3+L/2-e>
Resultant within middle third of footing
Maximum soil pressure > .878 ksf • <EWtl/A + 6+Wtlte/A-2>
Minimum soil pressure > .878 ksf
----=-----------------------HEEL/TUE DESIGN -----------------------------
-:--Heel design--
Heel length '> .750 feet
M > .186 ft-kips
d > .000 inches
As min. > .000 in-2
#4 at 0 in. o.c.
#5 at 0 in. o.c.
#6 at 0 in. O.C.
#7 at 0 in. o.c.
#8 at 0 in. o.c.
---Toe design
Toe length' >.. .750feet
Max soil pressure > .,.878 ksf
Soil pressure at face of wall- > .878 ksf
M max at face of wall > 247 ft-kips •
d > .000 inches
As min. > .000 in"2
#4 at O in. o.c.
#5 at 0 in. o.c.
#6 at 0 in. o.c.
#7 at 0 in. o.c.
#8 at 0 in. o.c.
-------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------
As min. > .576 in-2
3 #4 bars
2 #5 bars
2 #6 bars
1 #7 bars
1 #8 bars
-- --------------------------LATERAL SLIDING ----------------------------
Rt > .413 kips/ft
Rb > .743 kips/f,t
Lateral sliding coeff. > .250 ' .311 kips/ft
Lateral sliding resistance) .000 .000 kips/ft
Allowable passive pressure > .150 ksf/ft depth
Lateral passive pressure provided > .075 kips/ft (Footing only>
Net resistance provided > .386 kips/ft <Footing only>
Factor of safety > .520 NO GOOD!
Concrete slab at base of wall ? > °-N
Thickness > .000 inches
Width of slab > .000 feet
Re'sistance provided by slab > .000 kips/ft
Total resistance > .386 kips/ft
Shear key must provide ) .729 kips lateral resistance
Equivalent depth of shear key > 5.659 feet (Maximum 15'>
Allowable passive pressure > .849 ksf <at base of key>
Allowable passive pressure > .974 ksf (at bottom of key>
Shear key required depth > 10.000 inches
Shear key moment > .324 ft -kips
Shear key thickness > 8.000 inches"
d > 4.000 inches
As min. > .062 in"2
#4 at 38 in. o.c.
#5 at 48 in. o.c.
#6 at 48 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
-------------------=------------------------=---------------------------
.CONCRET3 5:48 AM
---------------------------------------------------------- ---------------
Rev 9-21-93 Concrete retaining wall 8/21/95
------------------------------------------------------------------------
Description >>Retaining wall at garage
))7' retained
------------------------------GENERAL DATA ------------------------------
Wall type > 1 1 => Supported 2 => Cantilevered
Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure
Backfill slope > 0 Horizontal 0 Vertical
Soil weight > , .110 kcf
-------------------------------- LOADING -----=---------------------------
Wdl minimum > .000 kips/ft
Wdl + Wll maximum > .510 kips/ft
Equivalent fluid pressure > .055 kcf
Sloping backfill surcharge) .000 kcf
Total EFP > .055 kcf
Surcharge Distance Surcharge
P Comment to wall height
---------------------------------------------
2.000 Vehicle .. 3.000 .505
Uniform lateral load > .000 ksf, Earthquake/wind loading
-----------------------ALLOWABLE DESIGN -STRESSES ----- -------------------
***Soil+**
Class of materials > 4 Input
Allowable passive (vert.) ) 1.500 ksi .000
Allowable passive (horiz.)> .150 ksf/ft depth .000 ,
Lateral sliding coeff. > .250 .000
---Concrete---
f'c > 2.500 ksi
fy > 40.000 ksi
Es > 29000000psi
m > 18.824
-------------------------------WALL DATA --------------------------------
Note: When designing supported retaining walls - do not use
more than one segment
Segment wdl Actual t Actual d Max. d
1 .000 to 7.000 .525 6.000 3.000 3.500
2 .000 'to .000 .000 .000 .000 .000
3 .000. to .000 .000 000 •.000 .000
Segment bid -2 M Factor Mu Mn As
1 108.000 1.210 1.700 2.057 2.285 .244
2 .000 .000 1.700 `:,000 .000 .000
3 .000 .000 .1.700 .000 .000. :.000
---=------------------------WALL REINFORCING ----------------------------
Segment 1
Horiz. As min. > .180 W2
Vert. As min. > .108 in'2
Calculated As > .244 in'2..
Vertical Horizontal
#4 at 9 in. o.c. #4 at 13 in. o.c.
#5 at 15 in. o.c. #5 at 18 in. o.c.
#6 at 18 in. O.C. #6 at 18 in. o.c.
#7 at 18 in. o.c. 11 at 18 in..o.c.
#8 at 18 in. o.c. #8 at 18 in. o.c.
Segment 2
Horiz. As min. > .000 in -2
Vert. As min. > .000 in'2
Calculated As > .000 in'2
Vertical Horizontal
#4 at 0 in. o.c. #4 at 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. O.C. #6 at 0 in. o.c.
#7 at - 0 in. o.c:. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
Segment 3
Horiz. As min. > .000 W-2
Vert. As min. > .000 in'2
Calculated As > .000 in'2
Vertical Horizontal
#4 at 0 in. o.c. #4 at . 0 in. o.c.
#5 at 0 in. o.c. #5 at 0 in. o.c.
#6 at 0 in. o.c. #6 at_ 0 in. o.c.
#7 at 0 in, O.C. #7 at 0 in. o.c.
#8 at 0 in. o.c. #8 at 0 in. o.c.
------------------------------FOOTING DATA ------------------------------
Toe length > .750 feet Safety factor > N/A
Heel length >. .750 feet Soil pressure > .956
Minimum footing length > .000 feet
Actual footing length (L) > 2.000 feet
Footing depth > 12.900 inches
----------------------OVERTURNING AND SOIL PRESSURE ---------------------
Consider ftg depth for gross OTM and sliding ? (Y/N) > Y
Overturning moment (OTM) > .000 ft -kips
W Arm Moment
------------
Wdl min. .000 kips 1.000 feet .000 ft -kips
Wdl+Wll .510 kips 1.000 feet .510 ft -kips
Segment 1 .525 kips 1.000 feet .525 ft -kips
Segment 2 .000 kips 1.000 feet .000 ft -kips '
Segment 3 .000 kips 1.000 feet .000 ft -kips
Soil .578 kips 1.625' feet .938 ft -kips
Ftg .300 kips 1.000 feet. .300 ft -kips
------------------------------------------------------------------------
EWdl min> 1.403 kips EMdI min 1.763 ft -kips
EWdl+Wll> 1.913 kips EMdl+WI1> 2.273 ft -kips
----------------OVERTURNING AND SOIL PRESSURE CONT .----------;----
EMdl min./OTM. > N/A < 1.5 <OK>
Eccentricity (e) > .000 feet <A/2-(EM-OTM/EW)>.
L/6 > .333 feet
L' > .000 feet <3*L/2-e>
Resultant within middle third of footing
Maximum soil pressure > .956 ksf <EWtl/A + 6*Wtl+e/A'2>
Minimum soil pressure >' .956 ksf
----------------------------HEEL/TOE DESIGN----------------`-----------
--- Heel
--------- ---Heel design ---
Heel length > .750 -feet
M > .217 ft -kips
d > .000 inches
As min. > .000 in'2
#4 at 0 'in. o.c.
#5 at 0 in. o.c.
#6 at 0 in. o.c.
#7 at 0 in. o.c.
#8 at 0 in. o.c.
---Toe design ---
Toe length > .750 feet
Max soil pressure > .956 ksf
Soil pressure at'face of wall > .956 ksf
M max at face.of wall > '269 ft -kips
d . > .000 inches
As min. > .000 in"2
#4 at 0 in. o.c.
#5 at 0 in. o.c.
#6 at 0 in. o.c.
#7 at 0 in. o.c.
#8 at 0 in. o.c.
-------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------
As min. > .576 in'2
3 #4 bars.
2 #5 bars
2 #6 bars
1 #7 bars
1 #8 bars
r F'
----------------------------- LATERAL SLIDING -----------------------------
R t
---------------------------Rt > .546 kips/ft _
Rb > .996 kips/ft
Lateral sliding coeff. > :250 .351 kips/ft
Lateral sliding resistance) .000 .000 kips/ft
Allowable passive pressure > .150 ksf/ft depth
Lateral passive pressure provided > 1-:075 kips/ft <Footing only>
Net resistance provided > •.426 kips/ft . <Footing only>
Factor of safety > .428 NO GOOD!
Concrete slab at base of wall ? > N
Thickness > .000 inches
Width of slab > .000 feet
Resistance provided by slab > .000 kips/ft
Total resistance > .426 kips/ft
Shear key must provide > 1.068 kips lateral resistance'
Equivalent depth of shear key > 6.375 feet <Maximum 151>
Allowable passive. pressure > :956' ksf <at base of key>
Allowable passive pressure > 1.119 ksf <at bottom of key>
Shear key required depth > 13.000 inches
Shear key moment > .625 ft -kips
Shear key thickness .> 8.000 inches
d > 4.000 , inches
As min. > .120 in -2
#4 at 19 in. o.c.
#5 at - 30 in. o.c.
#6 at 44 in. o.c.
#7 at 48 in. o.c.
#8 at 48 in. o.c.
------------------------------------------------------------------------
6rz,w - 14
r G�i�W - IS
THICKEN SLAB TO
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VERTICAL
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REINFORCING
AM IN SLAB
SEE SCHEDULE
Y
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•
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HORIZONTAL
v'
Ul `y
REINFORCING
'd
.
SEE' SCHEDULE
VERTICAL DOWELS
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WALL' THICKNESS
`7
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0
-
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CL
•
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'A'
'B'
Lu
UNDISTURBED
SOIL
TRANSVERSE
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FOOTING-'
DEPTH
LONGIT. fTG.
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REINF.
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8'
f -404_A
SUPP. RET.
WALL
SC: 1"=Y -O'
I I• I I I I I I I I I RETAIND
HEIGHTE(FEET) I
WALL THICKNESS (IN.)
w
'd (IN.)
—D
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-
-
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VERTICAL DOWELS
-r
VERTICAL
REINFORCING
HORIZONTAL
REINFORCING
--`-
-+
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FOOTING REINFORCING
4
t
LONGITUDINAL FOOTING
{�
REINFORCING
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KEY DEPTH (IN.)
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DEPTH (IN.)
LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE
%zcu��r /aZ/c - '3 Yr
t//
Building Permit No.
OWNER
�xLZ��NUMBER: �`�In-
PRINT LAST NAME FIRST
COUNTY ZONING
DESIGNATION: 7—/A FLOOD ZONE: FLOOD MAP:
APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS. -AK MAP
DEED INFORMATION:
DATE OF CREATION: l�'I rf %C /y y 3 DEED REFERENCE: —/0 L C/ y—/0-7- 74
LEGAL ACCESS PROVIDED:y YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:
COMMENTS/CONDITION
YES NO
/.3l /4 . _doff_
MAP INFORMATION: ,�G��;,✓ S'v/S
DATE OF RECORDING F6V Z G P LOT BOOK /09 PAGE
COMPLIANCE'WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED.
1. Maintain a 50 ft. building setback from centerline of road.AA129 Z-tra/fir 147✓o
2. Maintain a ft.building setback from right-of-way/centerline of
3. Maintain a 100 ft:;.leachfield setback from all existing wells.
X 4. Maintain a 5-0 ft. leachfield setback from D/t/�wV/k6 G'
_ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
,4 6. Meet the Fire Safe Regulations of Butte -County and P.R.C. 4290.
7. Connect to a public water supply.
_ 8. Connect to a.public sewer system.
9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National
Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile
homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department
specifications, serves the parcel.
10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
-
_ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 9,16-355-7010.
13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated
in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be node to the Plimn ng Division.
14. All new residential buildings shall,be constructed to comply with the requirements of the Uniform Building Code for seismic
safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3
requirements of the Uniform Building Code.
` 15. Deer Mitigation fees are to'be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 16. Pay school impact mitigation fees.
X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte
County Code.
18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California
Clean Air Act of 1988 as amended.
19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find
pending examination,of the site by a professional archaeologist. This person would,then be able to assess the site
significance and suggest appropriate mitigation measures. `
20. 16 Pue Ac"I'c 0/'/ (tom" 4:74,-- ^ Ga-� -7 Pte// 4 ,a
%d 21. 1�r'e4,. avec. u�To
10 22.
is 2 3. " t t `�.�C /r G.•� Gt- ivY�'vrwv„� e, dv� l5� ,O¢.�-�e �_
l/e�✓t/��2ui o-� �f'/�4 �9 luri+c Slut ,�e S dbed% ..r�`T
3 une Ao Mno°�W
566 9 0 d3S
a3A1333H
LD 8/95 - CAWP51VORMS.K\BLDGPERM.CLR
APP
Butte
Environn
r
i Environmental Health
J U L - � 6 1995 ;
Ch+co, Califomia
r �
CERTIFICATE OF COMPLIANCE: RESIDENTIAL. - Page 1 . CF -1R
Project Title.......... The Schwab House Date....... 08/31/95
Project Address......,.. Flodin's Court
Forest Ranch SC14 c,t&z&
Documentation Author... Marty Runnel1s Building ermit
Company ................. Energy Calculation Svcs. F5 --A i,30 !F-'/
Telephone .............. (916) 894-8466 / 246-9522 Plan C eec Da e
Compliance Method...... MICROPAS4 by Enercomp, Inc
Climate.Zone........... 11
Field Ch c k Date
MICROPAS4 v4.02 File -951915 Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1333 User-Energy•Calculation Svcs. Run -2544 SF Residence
GENERAL INFORMATION
Conditioned Floor Area..... 2544 sf
Building Type .............. Single Family Detached
-Construction Type ......... New
Building Front Orientation. Front Facing 100 deg (E)
Number of Dwelling Units... 1
Number of Stories.......... 2
Floor Construction Type.... Raised Floor (Package E)
` BUILDING SHELL INSULATION
Component Insulation Assembly
Type R -value U -Value Location/Comments
Wall R-19 0.065 PLAN FRONT, FRONT RIGHT, TO GARAGE, LEFT
LEFT FRONT, LEFT BACK, BACK, BACK -LEFT
BACK -RIGHT, RIGHT, RIGHT FRONT
KNEE WALL
Door R-0 0.330 TO GARAGE
Roof R=38 0.025 TO ATTIC
Roof R-30 0'.031 VAULTED
Floor R-19 0.037 RAISED FLOOR
FloorExt R-19 0.049 TO GARAGE
FENESTRATION
# of Interior Over -
Area U- Pan- Shading/ Exterior. harfg/ Framing
Orientation (sf) Value. es Description Shading Fins Type
Window Front (E) 60.0 0.660 2RpllerLt None ,ko al
Window Front (E) 15.0 0.660 2 Drapes.Std None�NaodOte
etal
Window Front (E) 54.0 0.660 2 Drapes.Std None ` �ta1
Door Front (E) 20.0 0.570 2 Drapes.Std None ! Vis\ Glz<50o
Window Front (E) 19:0 0.550 2 Drapes.Std None Q0 `des
Metal
Window Front ( E ) 45.0 0.660 2 I�Ro11er.. Ilt None Metal
Window Front (SE) 10.0 0.660 .2 Drapes Std None es Metal
Window Left (S) 32.5 0.660 2 Ro11er:Lt None one Metal
Door Left (SW) 17..0 0.570 2 Drapes Std��- None tone Wood.
Window Left (SW) 49.0 0.660 2 Drapes.Std None %,�Z None Metal
Window Left (SW) 41.0 0.550 2 Drapes.Std None Yes Metal
Window Left (S) 47.5 0.660 2 Roller Lt Non �Z Yes Metal
Window Back (W) 58.0 0.550 2 Drapes.Std No :'Yes Metal
Door Back (W) 51.0 0.570 2 Drapes _._Std Non � ti Yes Wood
Window Back (W) 136.0 0.660 2 Roller Lt� None Yes Metal
Window Back (W) 45.0 0.660 2 Drapes.Std None None Metal
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 2
CF -1R
Project Title.......... The Schwab -House
Date......
. 08/31/95
MICROPAS_4 v4.02 File -95191S Wth-CTZ11S92 Program -FORM CF-:i,-
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Resi(3,:ace
FENESTRATION
# of Interior
Over -
Area U- -Pan- Shading/
Exterior hand/ Framing
Orientation
(sf) Value es Description
Shading Fins -Type
Door Back (W)
17.0 0.570 2 Drapes.Std
None None Wood
Window Back (W)
16.0 0.550 2 Drapes.Std
None None Metal
Window 'Back (NW)
4.0 0.660 2 Drapes.Std
None None Metal
Window Back (NW)
12.0 0.660 2 Roller.Lt
None None Metal
Window Back (NW)
8.0 0.660 2 Drapes.Std
None Yes Metal
Window Right (NE)
30.0 0.660 2 Drapes.Std-
None Yes Metal
Skylight Back (W)
16.0 0.550 2 None
None None Wood
THERMAL MASS
Area Thickness
Type
Exposed (sf) (in)
Location/Comments
InteriorHorz
Yes 301 1.0,
ENTRY/KITCHEN/HALL
InteriorVert
Yes 167 1.0
SHOWER/TUB ENCLOSURES
InteriorVert
Yes 73 3.5
WOODSTOVE SURROUND
InteriorHorz
Yes 733 0.5
LIVING/DEN/DINING
r
HVAC SYSTEMS
Minimum Duct
Duct Thermostat
Equipment Type Efficiency Location'
R -value Type
Gas
0.94(OAFUE Crawlspace
R-4.2 Setback
ACSplit13.00
SEER Crawlspace
R-4.2, Setback
WATER HEATING SYSTEMS
Number Tank External
in
Energy Size Insulation
Tank Type Heater
Type Distribution Type System
Factor .(gal) R -value
Storage Gas
�P_ip.e.Ins_ulationn
1 .65 EF
CIA RES/REMARKS,
CERTIFICATE OF COMPLIANCE: RESIDENTIAL "Page 3 CF -1R
Project Title.......... The Schwab House Date....... 08/31/95
MICROPAS4 v4.02 File -951915 Wth-CTZ11S92 Program -FORM CF -1)
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Residc ce
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
implement them. This certificate has been signed by the individual with
overall. design responsibility. When this certificate of compliance is
submitted for a single, building plan to -be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features/
Remarks section.
DESIGNER or OWNER
Name.... Gregory A. Peitz
Company. Architect
Address. 1907 Mangrove Ave. Ste E
Chico, CA 95926
Phone... (916) 894-5719
License. 7-S- 3
Signed..
(date) -
ENFORCEMENT
e)ENFORCEMENT AGENCY
Name....
Title..
Agency..
Phone...
Signed..
date
DOCUMENTATION AUTHOR
Name.... Marty Runnells
Company. Energy Calculation Svcs.
Address. 1907 Mangrove Ave. Ste D
Chico, California 95926
Phone... (916) 894-8466 / 246-9522
Signed. I : �r'
.. -
MANDATORY MEASURES CHECKLIST: RESIDENTIAL
Project Title.........
Project Address.......
Documentation Author..
Company................
Telephone .............
The Schwab House
Flodin's Court
Forest Ranch
. Marty Runnells
. Energy Calculation Svcs.
. (916) 894-8466./ 246-9522
Compliance Method...... MICROPAS4 by Enercomp, Inc.
Climate Zone........... 11
Page 1 MF -1R
Date..... 08/31/95
Buildin Permit
P a—�, k Date
Fie Cl. �c Date
MICROPAS4 v4.02 File -95191S Wth-CTZ11S92 Program -FORM MF -11z
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Residence
Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed
on the Certificate of Compliance. When this checklist is incorporated into the
permit documents, the features noted shall be considered by all parties as
binding minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
Design- Enforce-
er ment
*150(a): Minimum R-19 ceiling insulation.
V
150(b): Loose fill insulation manufacturers labeled R -Value.
✓
*150(c): Minimum R-13 wall insulation in framed walls
(does not apply to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors;
minimum R-8 in concrete raised floors.
✓
150(1): Slab edge insulation - water absorption rate no greater
than 0.30, water vapor transmission rate no greater than 2.0
perm/inch.
WA
118: Insulation specified or installed meets CEC quality
standards. Indicate type and form.
✓
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
a. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
b. Manufactured fenestration products have label with
certified U -value, and infiltration certification.
c. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
✓
150(g): Vapor barriers mandatory in Climate Zones 14 and 16
�A
.150(f): Special infiltration barrier installed to comply with
'
Sec. 151 meets CEC quality standards.
150(e): Installation of Fireplaces, Decorative Gas Appliances
and gas logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
0
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2
Project Title.......... The Schwab House Date......
MICROPAS4 v4.02 File -951915 Wth-CTZ11S92 Program -FORM MF -3_
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Resid
MF -1R
08/31/95
ice
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASUR1.3
Design.- Enforce-
er ment
110-13: HVAC equipment, water heaters, showerheads and faucets
certified by the CEC.
150(i): Setback thermostat on all applicable heating systems.
_yam
150(j): Pipe and Tank insulation
1. Indirect hot water tanks (e.g., unfired storage tanks or
backup solar hot water tanks) have insulation blanket (R-12
or greater) or combined interior/exterior insulation (R-16
or greater).
2. First -5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. All buried or exposed piping insulated in recirculating
sections of hot water system.
4. Cooling system piping below 55 degrees insulated.
5. Piping insulated between heating source and indirect
hot water tank.
*150(m): Ducts and Fans
1. Ducts constructed, installed and sealed to comply with UMC
sections 1002 and 1004; ducts insulated to a minimum
installed value of R-4.2 or ducts enclosed entirely within
conditioned space.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have
either automatic or readily accessible, manually
operated dampers.
✓
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and no pilot light.
2. System installed with:
a. At least 36 inches pipe between filter and heater for
future solar heating.
b. Cover for outdoor pools or outdoor spa.
3. Pool system has directional inlets and a circulation
pump time switch.
NLA
.115: Gas-fired central furnace, pool heater, spa heater or
household cooking appliance have no continuously burning
pilot light (Exception: Non -electrical cooking appliance
with pilot < 150 Btu/hr.).
LIGHTING MEASURES
Design- Enforce-
er ment
150(k): 40 lumens/watt or greater for general lighting in
kitchens and rooms with water closets; and recessed ceiling ✓
fixtures IC (insulation cover) approved.
0
COMPUTER METHOD SUMMARY Page 1 C -2R
Project Title..........
The Schwab House
Date......
08/31/95
Project Address.........
Flodin's Court
Design
Margin
Space Heating..........
14.38
Forest Ranch
0.50
Space Cooling..........
12.90
Documentation Author...
Marty Runnells
Water Heating..........
Buildin;
7e tirm #
Company ................
Energy Calculation Svcs.
37.55
37.22
0.33
Telephone ..............
(916) 894-8466./ 246-9522
Plan e
Date
Compliance Method......
MICROPAS4 by Enercomp, Inc.
Fie Cb.(
Date
Climate Zone...........
11
MICROPAS4 v4.02 File -95191S Wth-CTZ11S92 Program -FORM C -2R
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF'Residcnce
MICROPAS4 ENERGY USE SUMMARY
Energy Use
Standard
Proposed
Compliance
(kBtu/sf-yr)
Design
Design
Margin
Space Heating..........
14.38
13.88
0.50
Space Cooling..........
12.90
15.59
-2.69
Water Heating..........
10.27
7.75
2.52
Total
37.55
37.22
0.33
*** Building complies with Computer Performance ***
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Building Stories.
Weather Data Type..........
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Footprint Area .............
Ground Floor Area..........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Ceiling Height.....
2544 sf
Single Family Detached
New
Front Facing 100 deg (E)
1
2
ReducedYear
Raised Floor
1
25081 cf
1881 sf
1855 sf
0 sf
31.6 % of FA
9.9 ft
(Package E)
BUILDING ZONE INFORMATION
Floor # of
Area Volume Dwell Cond- Thermostat
Zone Type (sf) (cf) Units itioned Type
HOUSE
Residence 2544 25081 1.00 Yes Setback:
Vent Special
Height Vent Area
(ft) (sf)
18.0 n/a
COMPUTER METHOD SUMMARY Page 2
Project Title.......... The Schwab House Date......
MICROPAS4 v4:02 File -95191S Wth-CTZ11S92 Program -FORM C_ 2R
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Resid(
C -2R
08/31/95
c
OPAQUE SURFACES
Area
U- Insul
Act
Solar Form 3
Loci, ,.ion/
Surface
(sf)
value R-val
Azm Tilt Gains Reference
Comms nts
HOUSE
1
Wall
305
0.065 R-19
100
90 Yes None
PLAN FRONT
2
Wall
309
0.065 R-19
70
90 Yes None
FRONT RIGHT
3
Wall
13
0.065 R-19
130
90 No None
TO,GARAGE
4
Wall
131
0.065 R-19
190
90 Yes None
LEFT
5
Wall
308
0.065 R-19
160
90 Yes None
LEFT FRONT
6
Wall
32
0.065 R-19
220
90 Yes None
LEFT BACK
7
Wall
465
0.065 R-19
280
90 Yes None
BACK
8
Wall
197
0.065 R-19
250
90 Yes None
BACK -LEFT
9
Wall
10
0.065 R-19
235
90 Yes None
BACK -LEFT
10
Wall
167
0.065 R-19
310
90 Yes None
BACK -RIGHT
11
Wall
10
0.065 R-19
325
90 Yes None
BACK -RIGHT
12
Wall
23
0.065 R-19
10
90 Yes None
RIGHT
13
Wall
249
0.065 R-19
40
90 Yes None
RIGHT FRONT
14
Wall
198
0.065 R-19
- 40
90 No None
TO GARAGE
15
Wall
50
0.065 R-19
10
90 Yes None
KNEE WALL
16
Door
18
0.330 R-0
40
90 No None
TO GARAGE
17
Roof
969
0.025 R-38
0
0 Yes None
-TO ATTIC
18
Roof
273
0.031 R-30
160
24 Yes None
VAULTED
19
Roof
273
0.031 R-30
340
24 Yes None
VAULTED
20
Roof
214
0.031 R-30
100
24 Yes None
VAULTED
21
Roof
210
0.031 R-30
280
24 Yes None
VAULTED
22
Floor
1855
0.037 R-19
0
0 No None
RAISED FLOOR
23
FloorExt
2.6
0.049 R-19
0
0 No None
TO GARAGE
FENESTRATION
SURFACES
# of
Vent
SC
SC Interior
Area Pan-
Frame
Open
U- Act G1ass.Int
Shading/
Surface
(sf) es
Type
Type
value Azm Tlt
Only
Shade Description
HOUSE
1
Window
10.02
Metal
Slider
0.660 100 90
0.88
0.44 Roller.Lt
2
Window
20.0 2
Metal
Slider
0.660 100 90
0.88
0.44:Roller.Lt
3
Window
7.5 2
Metal
Slider
0.660 100 90
0.88
0.78.*Drapes.Std
4
Window
7.5/ 2
Metal
Slider
0.660 100 90
0.88
0.78'Drapes.Std
5
Window
12.0/ 2
Metal
Slider
0.660 70 90
0.88
0.78 Drapes.Std
6
Door
20.0-" 2
Glz<50o
Hinged
0.570 70 90
0.88
0.78 Drapes.Std
7
Window
12.0 2
Metal
Slider
0.660 70 90
0.88
0.78 Drapes.Std
8
Window
19.6 2
Metal
Fixed
0.550 70 90
0.88
0.78 Drapes.Std
9
Window
30.0 2
Metal
Slider
0.660 100 90
0.88
0.44 Roller.Lt
10
Window
30.02
Metal
Slider
0.660 70 90
0.88
0.44 Roller.Lt
11
Window
15.0 2
Metal
Slider
0.660 70 90
0.88
0.44 Roller.Lt
12
Window
10.0 2
Metal
Slider
0.660 130 90
0.88
0.78 Drapes.Std
13
Window
10.0 2
Metal
Slider
0.660 100 90
0.88
0.78 Drapes.Std
14
Window
20.0 2
Metal
Slider
0.660 100 90
0.88
0.78 Drapes.Std
15
Window
10.0 2
Metal
Slider
0.660 160 90
0.88.0.44..Roller.Lt
16
Window
10.0 2
Metal
Slider
0.660 160 90
0.88
0.4402oller.Lt
17
Door
17.0 2
Wood
Hinged
0.570 220 90
0.88
0.78 Drapes.Std
18
Window
45.0•' 2
Metal
Slider
0.660 220 90
0.43
0.78 Drapes.Std
19
Window
41.0 2 .
Metal
Fixed
0.550 220 90
0.43
0.78 Drapes.Std
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title.......... The Schwab House Date......
MICROPAS4 v4.02 File -95191S Wth-CTZ11S92 Program -FORM C -2F
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Resic
FENESTRATION SURFACES
08/31/95
ce
#' of
Vent
SC
SC
Int( -ior
Area
Pan-
Frame
Open
U-
Act
Glass
Int
Sha(.,', -ng/
Surface
(sf)
es
Type
Type
value
Azm
Tlt
Only
Shade Desc.r:•iption'
20
Window
12.5
2
Metal
Slider
0.660
190
90
0.88
0.44
Roller.Lt
21
Window
10.0
2
Metal
Slider
0.660
160
90
0.88
0.44
Roller.Lt
22
Window
25.0
2
Metal
Slider
0.660
160
90
0.88
0.44
Roller.Lt
23
Window
12.5
2
Metal
Slider
0.660
190
90
0.88
0.44
Roller.Lt
24
Window
17.0
2
Metal
Fixed
0.550.250
90
0.88
0.78
Drapes.Std
25
Door
17.0
2
Wood
Hinged
0.570
250
90
0.88
0.78
Drapes.Std
26
Window
16.0
2
Metal
Slider
0.660
250
90
0.88
0.44
Roller.Lt
27
Window
20.0
2
Metal
Slider
0.660
250
90
0.88
0.44
Roller.Lt
28
Window
45.0
2
Metal
Slider
0.660
280
90
0.43
0.78
Drapes.Std
29
Window
41.0
2
Metal
Fixed
0.550
280
90
0.43
0.78
Drapes.Std
30
Door
17.0
2
Wood
Hinged
0.570
280
90
0.88
0.78
Drapes.Std
31
Window
25.0
2
Metal
Slider
0.660
280
90
0.88
0.44
Roller.Lt
32
Door
17.0
2
Wood
Hinged
0.570
280
90
0.88
0.78
Drapes.Std
33
Window
4.0
2
Metal
Slider
0.660
235
90
0.88
0.78
Drapes.Std
34
Window
16.0
2
Metal
Fixed
0.550
280
90
0.88
0.78
Drapes.Std
35
Window
4.0
2
Metal
Slider
0.660
325
90
0.88
0.78
Drapes.Std
36
Window
12.0
2
Metal
Slider
0.660
310
90
0.88
0.44
Roller.Lt
37
Window
25.0
2
Metal
Slider
0.660
280
90
0.88
0.44
Roller.Lt
38
Door
17.0
2
Wood
Hinged
0.570
280
90
0.88
0.78
Drapes.Std
39
Window
25.0
2
Metal
Slider
0.660
280
90
0.88
0.44
Roller.Lt
40
Window
25.0
2
Metal
Slider
0.660
280
90
0.88
0.44
Roller.Lt
41
Window
4.0
2
Metal
Slider
0.660
310
90
0.88
0.78
Drapes.Std
42
Window
4.0
2
Metal
Slider
0.660
310
90
0.88
0.78
Drapes.Std
43
Window
30.0
2
Metal
Slider
0.660
40
90
0.88
0.78
Drapes.Std
44
Skylight
16.0
2
Wood
Fixed
0.550
280
24
0.88
1.00
None
OVERHANGS AND SIDE
FINS
Window-
Overhang
Left Fin
Right
Fin -
Area
Left
Rght
Surface
(sf)
Hght
Wdth
Dpth
Hght
Ext
Ext
Ext
Dpth Hght Ext Dpth
Hght
HOUSE
5
Window
12.0
6
n/a
3
3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
6
Door
20.0
6.67
n/a
4
3.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
7
Window
12.0
6
n/a
3
3
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
8
Window
19.0
2.5
n/a
4
1
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
10
Window
30.0
6
n/a
2
.25
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
11
Window
15.0
6
n/a
2
.25
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
12
Window
10.0
4
n/a
2
0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
13
Window
10.0
4
n/a
2
0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
14
Window
20.0
4
n/a
2
0
n/a
n/a
n/a
n/a.
n/a
n/a n/a
n/a
19
Window
41.0
6.5
n/a
2
2
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
21
Window
10.0
4
n/a
2
0
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
22
Window
25.0
5
n/a
2
2
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
23
Window
12.5
5
n/a
2
0
n/a
n/a
n/a
n/a
`n/a,
n/a n/a
n/a
24
Window
17.0
6.67
n/a
2
1.5
n/a
n/a
n/a
n/a
n/a '�r'n/a n/a
n/a
25
Door
17.0
6.67
n/a
2
1.5
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
26
Window
16.0
4
n/a
2
1.25
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
27
Window
20.0
4
n/a
2
1.25
n/a
n/a
n/a
n/a
n/a
n/a n/a
n/a
COMPUTER METHOD SUMMARY Page 4 C -2R
Project Title..'........ The Schwab House Date....... 08/31/95
MICROPAS4 v4.02 File -951915 Wth-CTZ11S92 Program -FORM C -2R
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Resid( �,e
OVERHANGS AND SIDE FINS
Window- Overhang Left Fin. R. ght Fin -
Area Left Rght
Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght
29 Window 41.0 6.5 n/a 2 2 n/a n/a n/a n/a n/a n/a n/a n/a
32 Door 17.0 6.67 n/a 4 1 n/a n/a n/a n/a n/a n/a n/a n/a
37 Window 25.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a
38 Door 17.0 6.67 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a
39 Window 25.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a
40 Window 25.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a
41 Window 4.0 6.67 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a
42 Window 4.0 6.67 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a
43 Window 30.0 5 n/a 2 2 n/a n/a n/a n/a n/a n/a n/a n/a
THERMAL MASS
Area Thick Heat Conduct- Surface
Mass Type (sf) (in) Cap , ivity R -value Location/Comments
HOUSE
1 InteriorHorz 301 1.0 24.0 0.67 R-0.0 ENTRY/KITCHEN/HALL
2 InteriorVert 167 1.0 24.0 0.67 R-0.0 SHOWER/TUB ENCLOSURES
3 InteriorVert 73 3.5 28.0 0.98 R-0.0 WOODSTOVE SURROUND
4•InteriorHorz 733 0.5 14.0 0.09 R-0.0 LIVING/DEN/DINING
HVAC SYSTEMS
Minimum Duct Duct Duct
System Type Efficiency Location R -value Efficiency
HOUSE
Gas 0.940 AFUE Crawlspace R-4.2 0.880
ACSplit 13.00 SEER Crawlspace R-4.2 0.910
WATER HEATING SYSTEMS
Number tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
1 Storage Gas PipeInsulation 1 .65 50 R-12
SPECIAL FEATURES/REMARKS
HVAC SIZING Page 1 HVAC
Project Title.......... The Schwab House Date..... 08/31/95
Project Address........ Flodin's Court
Forest Ranch
Documentation Author... Marty Runnells Buildinc 'Permit
Company ................ Energy Calculation Svcs.
Telephone .............. (916) 894-8466 / 246-9522 Plan n Chi k Date
Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Date
Climate Zone........... 11
MICROPAS4 v4.02 File -95191S Wth-CTZ11S92 Program -HVAC SIZIlvG
User#-MP1333 User -Energy Calculation Svcs. Run -2544 SF Residence
GENERAL INFORMATION
Floor Area .................
Volume ........ ............
Front Orientation..........
Sizing Location...........
Latitude... .... ........
Winter Outside Design......
Winter Inside Design.......
Summer Outside Design......
Summer Inside Design.......
Summer Range. .. ......
Interior Shading Used......
Exterior Shading Used......
Overhang Shading Used......
Latent Load Fraction.......
Description
2544 'sf
25081 cf
Front Facing 100 deg
PARADISE
39.8 degrees
30 F
70 F
99 F
78 F
34 F
Yes
Yes
Yes
0.20
HEATING AND COOLING LOAD SUMMARY
Heating Cooling
(Btuh) (Btuh)
Opaque Conduction and Solar......
11615
5274
Glazing Conduction ...............
20161
10585
Glazing Solar ....................
n/a
22292
Infiltration .....................
14266
4304
Internal Gain ....................
n/a
2100
Duct's ............................
4604
2228
Sensible Load .................... 50646 46783
Latent Load ...................... n/a 9357
Minimum Total Load 50646 56139
(E)
Note: The loads shown are only one of the criteria affecting the selection.
of HVAC equipment. Other relevant design factors such -as air flow
requirements, outdoor design temperatures, coil sizing, availability of.
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
RESIDENTIAL PLAN CHECIONG GUIDE
SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS ONLY
OWNER: c5Chag b BUILDING PERMIT NUMBER:
9s a18o
PLAN CHECKER: 5 ASSESSOR PARCEL NUMBER:
GENERAL
Y
requirements: (sideyards and number of permitted living units).
on.
igned by designer.
description of work on application.
g violations on property.
n data sheet, (Impact fees, Health, Developer fees, License law, etc.).
Recorded notice of violation.
PLOT PLAN:
,Gemplete parcel size and dimensions.
backs, sideyards, easements, etc. .
er buildings or structures.
ding, fills, and drainage.
Flood hazard.
ial conditions on creation map, (noise, C.D.F., fire sprinklers, non-combustible, and foundations).
U & FAS road setback.
Building or utilities across lot lines (Record form).
OOR PLAN:
Complete to scale plan with dimensions. , w )
Required windows for light and ventilation (Section 1205).
Required windows for second exit (Section 1204).
Skylights (Chapter 34 & Section 5207).
uman impact glass (Section 5406). -
Required room sizes, ceiling heights (Section 1207).
G F.C.I. in baths, garage, kitchen, and exterior; outlets (Article 210-8): '
Light fixtures, switches, receptacles, and exterior receptacles for maintenance'of mechanical equipment.
Locations of water heater, heating and cooling equipment, other electrical or gas equipment.
Garage firewall, door size, and closer (Section 503(d)(3) ).
1 - 3'0" exterior exit door (Section 3304 (f).
Fireplace and wood stove location, alcoves and clearance.
moke detectors (Section 1210).
Plumbing fixtures, water closet clearances and shower size.
Standard bracing or engineered design (Table 25V).
f?. 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 building.
Roof construction details complete enough to construct building.
Fireplace construction details and cals if necessary.
Rafter ties or bearing ridge beam.
Garage door or porch header sizes.
Stud heights.
Adobe soils - special foundation design.
14. Retaining walls requiring design.
ecial Inspection required.
77S4
.
May 1995
RESIDENTIAL PLAN CHECKING GUIDE
SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS
ELLANEOUS rrEMS TO LOOK OUT FOR:
Stairway details: landings, rise and run, head clearance, handrails (Section 3306).
Guardrail details (Section 1711 and 33066).
Brick or"stone veneer (Chapter 30). %
xterior plaster - weep screeds (Section 4706).
Proper roof pitch for roof covering (Chapter 32).
Roof covering type - (fire hazard).
Foam insulation - protection.
36" halls and stairways. F
Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts.
o exits on three-story dwellings (Section 3303 and see Mezzanines - 1716). '
ttic access and ventilation (Section 3205).
Underfloor access and ventilation (Section 2516). ,
Combustion air for fuel burning appliances - L.P.G. requirements.
Noise requirements on duplexes.
Energy design.
ashing at all exterior openings.
C.D.F. responsible area requirements.
//JPO -2.. cci✓ .
. o
F '
`i A
O TES
0) Buil;';ny permif z mc,• rt`q,;!re payment of Chico Unified School District fees.
w I
`G'(2) Areas with slopes in exre_= of 3c.``o ore urls7ritabr'e 1�' sewage G'sLesc.
'' .
(3) loo �7�•�lte construction practices shall be in accordancr.. yvith the provisions of Chapter 70,
ois'• + ••(".x!'aVatlO'7 and Grad;-;," O( tii!' iat•%$� �alt!Jn of the l.'7'!Crm bJ7fd'?y k- piJP•-...�,., -w•- ...
At' ��i!e driveways shall have. a maximum grade
of l5 percent, or shall be paved. Ve`ri'fic`otior.
�' ► f gtipermit'opplrcotions-on
d''shall'be signed°by`
NXVIffie
e�d'-1artduyeyor.
% c..•
;��{`' . (5) Cen;'-IJc.tion o1 0!? onsite roods shall be conducted in accordance w%th lire erosion contra
ure.q listed below
>+ A) F_cr/h-moving construction activi•`ies shall be re
strictP : to the dry season, i. e, April
1hro7igh Oclob.&.SCALE /" = 200'
R) All disturbed areas which ore to remain exposed during the wet season shall be reveg elated
and mulched. This should be undertaken following /he end of construction and prior to
NovemL,,r 1.
as specified by county staff, shall be utilized during
r' Stando�d dust control practices,
all grc.:;ng operations.
G) Energy dissipafors shall be installed in pll onsite drainage ditches.
E} q;i s .;;'-nen!; generated by onsite construction
si;' `• .e.�, con ft +� activities
bsled by the use of
setWag basins, a perimete�rcp ohersuitable measures.
al
n
fii: slopes shall be limited to a maximum gad ie No Development Area•verlicol.
west of the 30 percent slope line is d g
(7) if s+jh -`,ice cultural materials are encountered, all construction activities in that area sho/l be
a qualified archaeologist can examine these materials and make o de terminatio^
o a;It? c;;,?if;CanCe.
(8) W.:-. ; si:a:' be. -located no closer than 50 feet
fro
100 firlssetbor ack / s0mainfoined frofeet from m rexisting wells.'
b u:da' �s. Exceptions may be erontf_-d p
ro
(9) M.a:.:ter.on'ce of road side droina_a- ch!:�^-''s and related improvements shalt be undertaken
as n function of the road maintenance program. stovepipes. �—
Spark-arrmv
esting screens shall be in.stoller' on all chimne sflues, and
stovepipes.
`Y
I radius of all structures.
12) :'cod vegetation shall be ct�'=)rn,? within a 30 foo
Sic:e�'Fs shall be displayed near the driveway entrance
(13) (fin street address of all re
e = - so as. to be clearly visible. _ F
c , The roods in this subdivision were not designed or constructed to comply with standards for roads
(14 )' .n be accepted by the County for maintenance.
urpos
(15) This additional mop sheet shows additional information, is for mnded to affecrecord title formational �nfe interest.
only, describing
conditions as of the date of filing and' is not inte
(16) Issuance of building permits may be .subject to payment to a deer habitat improvement fund.
ADDITIONAL MAP SHEET
FL OWN
*SUBDIVISION
UNI T No. 1 86
PARCEL 4 OF 94
P.M. 25 AND PARCEL I OF K P.M. 51 AND
A PORTION OF THE N.W. 114 OF -SECTION 68
T. 23 N.,
R. 3 E., M. D. B. 6 M.,
CALIFORNIA
BUTTE COUNTY,
SIERRA WEST SURVEYING
5437 BLACK OLIVE DR. (916) 877 6253
PARADISE, CALIFORNIA 95969
A.-P.*4e;3-1Z•Z4
Sheet 5 of 5
/08-8
FT
' a . .. _ _ _ .-.. __-s. _ �1'"�-F ��..-ter '�e� .'.. �,..?+��d���.� _ � •,,,.,ry..,���..�.— .- ..;`r� �:...
TESa meal o/ Chico Unified School District fees.
(1) Buil)%n9 permit -T mu; rf. tt; 'e p Y
y:
r
a: (2) Areas with slopes in exof -C. % are u+r��li.+ob':, f�' sewage d rovis%ons of Chapter 7G.
i.
(3) Ifo ,j,';;ie construction practices shall be in accord 1N Ih /he p' , !1Je
L
J d "i:xrrvation and Grod >> ., of t. later' edition of If' l ercenrtSorGshol! be paved. Verificotror.
rade of 15
percent,
qr }^i+P driveways shall have a maximum 9 .
"it V—applications-"and shall be signed by a�
l;
. i' a ��:lo�a.���yeydr:.•�::I
OFy<
in accordance w%tlr the erosion control
()
°., 5 Cen3r'uCfIOR of o" onsite roods stroll be conducted
'u
rets listed below:
h' m°
t�- Q) Earth -moving construction actio%'ies shall be feslrictP : to the dry season, i.e. pry
through October.
. .
t3)
All disturbed areas which are to remain exposed during econsfet ason shal be reveg
ruclion olnd prior }oetafed SCALE 1" = 20
and mulched. This should be undertaken following the end of
Novem!.-•r I.
r' ty staff, shall he utilized during
;itond:v-d dust control practices,
•as specified by coun
all gra.:ing operations.
G! Energy dissipators shall be installed in .011 onsile drainage ditches.
E) Q.f s•..: ^gents generated by "onsite construction activities shall be contained by the use of
si;.+ •;, ,:.e"�, self!%ng basins, o perimeter ditch or other suitable nreosures.
n •
ol to
C0 rr. ' fil: slopes shall be limited to a maximum gradient ed IVa Development grea vertical.
(6) Tyr or ' : wes! of "the 30 percent slope line is designs
`•'f�ce,c,lltural mol'erials are encountered, all construction activities in that area shall be
(7) If rut
h:l '• d on examine Jhese materials and make a de}erminalio^
a qualified archaeologist c
;'7if;ronCe.
(8) W., s1;a:l
r located no closer lhdtr 50 feet from Interior and 100 feet from exterior lot
ack is maintained from existing wells.
bvu rdar;�s. Exceptions may be grunted provided 100 ft. setb
(9) M.o`:tenan'ce of road side drainay- ch:'r^ and related improvements shall be undertaken
as a +unction of the road maintenance program.
Spark -arresting screens shall be in.^lalle�' on all chimneys, flues, and stovepipes. Y
ad ve elation shall be cl,.ar�,.' within a 30 foot radius of all structures.
/2) 9
_;_'• (13J Tyr street address of all resides e• shall be displayed near the driveway entrance
so os to be clearly visible.
FIN,
roads in this subdivision were not designed or constructed Ie comply with standards for roods
The
t :•.`. `o be accepted by the County for maintenance.
(15) This additional mop sheet shows. additional information, is for informational purposes only, describing
d is not intended to affect record
conditions as of the date of filing antitle interest.
be subject to payment fo o deer habitat improvement fund.
(16) Issuance of building permits may
ADDITIONAL MAP SHEET
FL ODIN-
Sut9DIVISION
UNI T No. 1 8
PARCEL 4 OF 94 P.M. 25 AND PARCEL I OF K P.M. 51 AND
:r
A PORTION OF THE N.W. 114 OF SECTION 61
T. 23 N., .
R. 3 E.,
M. D. B. 6 M.,
CALIFORNIA
BUTTE COUNTY,
SIERRA WEST SURVEYING
5437 BLACK OLIVE DR. (916) 877 6253
PARADISE, CALIFORNIA 95969
, o. g3 Z4
Sheet 5 of 5
D
N