HomeMy WebLinkAbout069-300-0449
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069-300-044 PERMIT#98-0667
BJORK, Don & Jean
IM
6215 Jack Hill Dr., Oroville
9.101!
New S'ngle Family
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RESIDENTIAL
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069-300-044 PERMIT#98-0667
PERMIT NO. _ BJORK , Don & Jean
6215 Jack Hill Dr., Oroville
PERMIT EXPIF New Single Family
.OWNER
CONTR.
ASSESSOR PARCEL
LOCATION
"1
���r
OFFICE COPY
Address
GAS
Meter By Date t
ELECTRIC
Meter By Date CHECKED
- . BY
SRA - -- - - -
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
Temp. Power Poll 1
OFFICE COPY
Called PG&E
I j�A � if �
Address �
Temp. Elec. Servi lre id(ff��
y GAS _ _
Called PG&E Meter By Date
ELECTRIC
Temp. Gas Servic Meter By Datez/L
Called PG&E
0
JOB FINALED (Date)
Signature
V=OK
O = Not OK
=Noeea
ttRldyble MOBILE HOMES -
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements - Setbacks - Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Water, Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap; / /'L'ft.
/ /Nat. or/ /I -'It/ /LPG
7. Well Clearance & Disconnect
8. Utility Clearance
A
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements- Setbacks Easements t,
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test-DemandVahmConnector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/0 to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert of Occupancy.
12. Permanent Foundation Only: License Decal
Date Card B-1 Date Card B-1 ,
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils-Size-DepthSpacing-Connectors-Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rttrs.-Connectors
Shthg.-Rfg: Bracing
5. Alum. Awn.; Columns-ConnectonsSplice-Decal-Enclosures
6. Carports; Windows -Doors
7. Electric
8. Fnmg.; Sils-AnchorsStuds-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps Doors -Landings
12. Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance -GR
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/6Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water, Supply Test
11. Light Niche
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
No OK RESIDENTIAL (Single & Duplex)
= Not Applicable
= Not Readv
(Plans) OK except #'s
(�/Ftg., in; Soils-Elec. G6r6. / r Ftg. Depth
Gara e; Soils-Steel-Elec. Gmd/ f Ftg. Depth
4. Ft rches & Decks; SoilsSteel-//r P Ftg. Depth
tamwalis, Main; Steel-Blockouts-Wrapped
6. ttemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Pie - ireplace Ftg.-Steel
Z .W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service, Test
12. Electric Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts -Joists Vents-Chppies
(gess & Ventilation
16. Insulation
Date O Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit) OK except #'s
ylNater Htr.; Vent -Access -Combustion Air Baffle
18 iter Pipe; Test & Anchor -Nail Protection
19. D. .V.; Test Fittings & Anchor -Nail Protection
Shower Pan; Test, First Floor -Tub Access
21. Jest Tub & Shower, Second Floor -Tub Access
Gas Pipe; Sae & Anchors
Date,VW Card B-1 Date Card B-1
Date ' Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Fixture & Transformer Clearance -Ins. Protection
IL 24.
lec. Receptacles Spacing -Lights & Switches at Doors
Size Bo es & No. of Conductors Stapled
.
omex llistalled Close to Edge of Studs & C.J.
27
quip. Ground made up w/Mech Fastners-Bond Gas & Water
28.
g4pliance Circuts in Kitchen & Conductor Size GFI
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
30.
Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI
Insulated Neutral [I Yes 0 No
31.
Service -Riser Conductors & Ground -Main Disconect
32
quip. Clearances Panels -Motors -Meth. Epuip.
33.
lothes Closet Light -Shower Light -Spa Light
34.
Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
. fC. Ducts Insulation & Support
nt Fan, Exhaust above insulation
7 ondensate Drain & Overflow, Size & Grade
umance-Vent Access -Comb. Air -Return Air Vent 115 outlet
39. ttic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date /� FRAMING (Plans) OK except #'s
k-14ySits Proper Materials & Anchors
alls Studs -Nailing Spacing & Braces -Plates -Sound
4 earing Walls over Girders & Floor Nailing
ft Stop in Walls (rat proof)
ire Six, Furred CeilinasStairs-Chasers-Tubs
:45. Headers & Beams -Size & Bearing
Ties-Purlin-roff Brac:
place Ties or Type A Flue -Fireplace Throat clearance
NIOSW Access; Size & Romex Protection -Draft Stop -Ins. Baffles
indows or Exiting Doors -Sill Hgt. & Dimensions
age Fire Protection Framing
pe ,.Line Firewall & Openings
. oors-One 3 -Check Garage 3rd Story, 2 Exits
tairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55. Plywood on Root Overhang -Attic Vents -Rafter Outriggers
56. SidK-Nailinq Veneer
/U//)'ffCLWStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access fin! A -r-
- 58. Glazing Area -Glass Protection -Skylights -Plastic
Shear W fs; Nailing -Bolts
60. Br nterior / Exterior W Pape Ls
jnsulati --V eding
Infiltration -Walls -Windows
Dat " Ca >Y - Dater Card B-1
Da , FINAL (Plans) OK except #'s
Ext Steps -Door & Sidelight Protection -Landings
Vents -Clearance -Comb, Air-Conector-
4n-Gar ge; Above Floor-Ducts-Mech. Protection
edreN 'ting
l 6 fl 8 Bath Fixtures & Tub Access -Spa
lec. Jam& Subpanel, Breaker Sizes & Labels
I . tairs & Rails
7 rance-Hearth
7 –Elec. utlets at Wood Panel, Int. & Ext.
it. -ix(. & Appliance; Ground. -Air Gap -Cooking Clearance
lec. gullets & Receticales at Kit. Counter
To,-55—rage Fire Door; Swing -Landing -Closure
757arage-Damper
7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
In a e; Above Floor -Meth. Protection
P ec. & Mech. Equip. Listed for Location
. EI ice tacles in Garage G.F.I. -Romex Protection
In on -Foam -Looked in Attic
rd rails & Deck Construction -Post Caps
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under
No/Planters Q Yes
Vents Above Roof, Plb - pliance-Fireplace-Clearance to Openings
isconnect, Electrical, Plumbing
lec. Trim, G.F.I. Receptacle -Underground
Ven ' n Throught House
091"blass Protection
90. Correction om Previous Inspections
(,- 91. G -Meters Tagged, Gas -Electric
174-92.
ler & Sewer Connected -C/O to Grade -HD Approval
6WEnergy Compliance Certificate -Other Certificates
Date Ji and 13-1 Date Card B-1
Date jr Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
• 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
Q
6K 47
OER) PERMI N
A routine �insp lion indicates that the following violations of Butte County Ordinances exisiet
�Pdress and should be corrected. Please notify this office when correction of work
the above . rre
P1 ed. If you have any questions pertaining to this matter, or need additional explanation,
is r—
PI=e o tact this office immediately.
Aet-)bl k5fiQr
—j-
141�;'
Date
Inspector
/' /
REVy 10/92t/
�j ^ --ur.� a---- - --ter- - �- -� .-��e•••��' �+s�.s;1�v= �'f.�W" "�^�-�--..:- .�.---.�.�---�
COUNTY OF BUTTE
t` BUILDING DIVISION
l' DEPARTMENT OF DEVELOPMENT SERVICES --
411 Main Street • Chico, CA • (530) 891-2751
sr 7 County Center Drive • Oroville, CA • (530) 538-7541
�:. CORRECTION NOTICE
6W__NE4 PERMIT NO.
A;routine inspection indicates that the following violations of butte county Ordinances exist at the
----above address and should be corrected.,. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please cont t this office immediately.
E. . rf-) ro
r E
Date Inspector vlE
REV 1 /92
J
Date Inspector vlE
REV 1 /92
r --,.• ' ,� ''f^- 'fi'..�i ���.`'..u"'�^'.n,..�-���'.'..""`'ti.''q =` si �: �•�Sr „`_� 'tMc {. ,1 i. ''. .
': . COUNTY,OF BUTTE 5 r
BUILDING' DIVISION - s� -J
DEPARTMENT-OF,IDEVE�OPMENT SERVICES
ff" ~ 4.11 Main Streei, Chico, CA - (916) 891-2751
f ^ �7 Co ty Center ve, O_ roville, CA ; (916) 538-7541
-- "C:ORRECTIONLNOTICE K.
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,
.1 .
;y
t
•I 1 - -e
t Y it
t `•i .
Date Inspector
REV 10/9 -
:.O -r 'M U l/ r -2. !U I /) 9- ca..?7,vAL A<
Oq
I
' COUNTY OF BUTTE
BUILDING DIVISION
• DEPARTMENT OF DEVELOPMENT SERVICES
;
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
r.
OWNER PERMIT NO.
wra
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
is
completed. If you have any questions pertaining to this matter, or need additional explanation,
pl ase contact this office immediately.
P121) 1/1 ' 6 t L155 A4L c 5
3 k S`rpk (44;
:.O -r 'M U l/ r -2. !U I /) 9- ca..?7,vAL A<
Oq
I
CERTIFICATION OF INSULATION
LOT x
J
01'
ti
v A ' I. I,
SACRAMENTO INSMATION CONTRACTORS
0
P.O, 5()X 654, WEST SACRAMENTO, CA 95591 LIC. #2.t)232P-
')U-STAIAL 'RIVE, YUSA CIT -Y,
�24314NL CA 95,JJ3.
P.O- iiGX 9651, FRESP-,'Q, CA 53793-9651 LIC. 42022026
7- P.O. BOX 1631, -1 ENO, NV 89505 LIC. #F10675
3a26A P014DEROSA WAY, LAS VEGAS, NV89'18 Lic, #10675
DATE IN5L!LATIQf74—C.(,'-k,74P;LET-ED
,=QLJARE ff-EI)
TYPE OF 114SULATION
MATERi 4L
FIBERGLASS
BATTS & BLOW
SQUARE FEET)
TYPE OF INSULATION
NAA T EA I AL
FIBERGLASS
FOFim BATTS
P - A N'J A r: T L J R -- R - PIR'D 0 U C- T 1 0jMAVI;FACTURER S PROLIUCI - I
blANUFACTURER
MANUFACTU ER
CCE OCF
APPLIED MAIN, INSTALLED R - VALUE APPLIkD
INSTALLED I THICKNESS WEIGHT PER
SQUARE F0 iNSTALLED THICKNESS
. ....... 9T
I.
KNEE WALLS IF R. -VALUE 1S OTHER THAN WALLS ABOVE
M A r, k F A t UI I
BATTS 1 0 c F,
AIR It..'F!L'TPATI ON SEALANT
MAM)l'ACTURER
LSA Y)e\
';JLA-TJ0.N ANDt
b z jOR SEALANT H
..........
W RGRACE
BEEN INSTALLER IN CONFORMANCE WITH APPLICABLE --C-O-D—ES,l
f 7t[ PATE
7FR
[)A: I
.COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION
7 County Center Drive - Oroville, Cafornia X5965 -Telephone (916) 538-754 PE�RMIj.�O•
(Rev. 12196) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER 069-300-044
ZONING RT 1
BUILDING PERMIT
OWNER BJORK, DON AND JEAN
TELEPHONE
Sp, FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS 44742 PARK MEADOW DR., FREEMONT 94534
690 M
12,420.00
CONTRACTOR'S NAME
OWNER
TELEPHONE '
Pe
p
0 '
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
LENDER'SMAILING ADDRESS
'
Fireplace A
1,500.00
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
i
—Filing Fee $'
20.00
Permit Fee $
7 ' UU
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
BUILDING ADDRESS 6215 JACK HILL• DRIVE ORO
Energy Plan Checking Fee $
23.00
PERMIT FEE $
LOT NO. #393
SUBDNIS IONS NAME
PPO T -f 13
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF GX Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 171
7.00
Solar or heat pump water heater
23.00
Water piping
15.00 15. 0U
Each as water heater or vent
15.00 Woo
TYPE OF WORK
New Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW SFD
Gas piping system 1 - 5 outlets
15.00
Building sewer .
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE $
ELECTRICAL PERMIT
Fling Fee . 20.00
-
Main Service a00V OR LESS
200A OR LESS .
23.00 23. 00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
•
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full fo ce and effect.
$3�G% 1 I
License Class LIC. NO. ! O�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
Ile I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ I am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00NEW
CONST. DWELLING OCCUP.
OR ADDNS. ( a C.BLD S.
SO
3.52 FT:
NEW CONST. MULTI -OUTLET
NON-RESID. ANC c cul
97.50
POWER APPARATUS
8 SINGLE OUTLET CIR.
EX. OCCU OUTLET OR FIXTURES
a20 @ 1.00
Ex. Occup. ours RESS,6.) EA
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE $
189. 5
WORKERS' COMPENSATION DECLARATION
1 her9by affirm under penalty of perjury one of the following declarations:
gr I 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 the20
performance of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier 614.0,,, AV—SCt 111S1� rytsttil �e�
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions 13f'section '3700 of the Labor Code, I shall
forthwith omply with those provisions.
' ,
X �— Date L
i nature o plicant - 'wner B2ontractor ❑ Agent
Signature
AnOSHAp r it is required for excavations over 60" deep and demolition or cnstr ction
of structures over 3 stories in height. � 3>0
MECHANICAL PERMIT Filing Fee 20.00
Heating 0 1 30 00
Cooling
on
Hood 6.50
Ventilation 3 @ 4.50 1 50
PERMIT FEE $ 100.00
Mobile Home- Installation Fee $
Energy Inspection Fee $ 46.00
CVT PE
TOTAL F5!-'$ 277.30
2
2
HAZ.
D- FPSp
i�/
F
c0
P c D su
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indi a abo for kich fees have been paid.
_
By Date
PERMIT EXPIRES ON _S_( C 9
I Date
Receipt No. % g.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR 0 PINK-TNsPEMR GOLDEN D-APPICA
i I
I '
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 `/ D�PFRfy),I,J NO.
(Re . 2/96) . ,, APPLICATION AND PERMIT d (� ��
ASSESSOR PARCEL NUMBER (7-300-
//��0D
L/— qC
zo"/L !
BUILDING PERMIT
OWNER�f/��7 I� -
TELEPHONE -w,yy�
30, Fr. OCC. BUILDING VALUATION
OWNERS MAILINGI100RES3 n � � _
L// `qZ
/p/ �^ a 9 s3
w L
0
CONTRACTOR'S NAME�
TELFP ONE
D-
7 1141
CONTRACTORS MAILING ADDRESS -
O (310
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
—Fireplacey" ��
Q
Total Valuation b
�'
ARCHITECT OR ENGINEERLICENSE
NO.
—Filing Fee
20.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Permit Feb V
b
Plan CheckingFee
b 6
BUILDING ADDRESS r+�
Energy Plan Checking Fee
b - ®d '
%^O
b ?los
PERMIT FEE
PLUMBING PERMIT
b
Fling Fee 20.00
LAT
SUBOIVtSION'SNAME
P RCE L MAP
USEOFSTRUCTURE
SEP� Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat um water heater
23.00
Water piping
15.00 S, C10
TYPE OF WORK
New 4- Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work:S�L)
Each gas water heater or vent
15.00 ,
Gas piping stem 1 - 5 outlets
15.00 , p 0 .
Building sewer
15.00 5,00
Mobile Home IS I G I W 1
@20.00
PERMIT FEE
i
ELECTRICAL PERMIT
Filing -Fee 20.00
Main Service *o AOR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
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
Main Service 200A TO 1000A
46.00NEW
CONST. DWELLING OCCUP.
OR ADONS. ( a Acc. B<ns.
SO
NEW CONS MULTFOLRLET
NON•RESID.
@7.50
POWER APPARATUS
& SINGLE OUTLET CIR.
Ex. Occup. oLm.ETORFDRUREs
82001.00
Ex. Occup. OSE PPS o A
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
eq
PERMIT FEE
_
<
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
employ any person in any manner so as to become subject to workers'D.FEEs
compensation laws of CalifornLO
ia, arid agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.This
X Date
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5' " deep and demolition or construction
of structures over 3 stories in hep ht.
MECHANICAL PERMIT Fling Fee 20.00
Heating _120Q.7o
Cooling3�6
Hood 6.50 .6,rO
Ventilation N- 3- So
PERMIT FEE i
Mobile Home Installation Fee A b
Energy Inspection Feeb
pcc—Ns� . vE
TOTAL FEnot
IMP FL;
ff
permit is hereby iss e
of the Butte County /o
indicated above r -fgys ave
P•
1
By
PERMIT EXPIRES N
I I
HD UE
p
e plicable provisions
esolutions to o work
beaid
tf i'
(Date)
Receipt No.
WHITE-D.D.S.-8.0 CANARY• SSESSOR P=—INSPECTOR GOLDENROD -APPLICANT
M
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541
SCHEDULE OF FEES DUE
OWNER.0 r -L A. P. #
PROPOSED BUILDING USE JkUj) `S E. DATE " l
REC # DATE REC
BUILDING PERMIT FEES
-- Balance Due .................. $
-- Additional Fees Due ........... $
-- Additional Fees Due ............ $
-- Revised Plan Checking Fee ....... $
�IK 2. SCHOOL DISTRICT FEES
(paid at District Office)
3. SHERIFF FEES (paid at Building Division)
esidential ........ x $360.00 =
Units
Commercial (sq.ft.)... x . $0.03 = $
Sq.Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x = $
Commercial (sq.ft.) .. x =$
Sq.Ft. Amt.
5. RECREATION DISTRICT FEES
(paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$425.00 (paid at Building Division)
7. SRA FRE INSPECTION AND PLAN CHECK
$89.00 (paid "at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
0
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the
building permit 'These fees may be changed during the plan checking process..
APPLICANT DATE
Original -Owner Copy -Building Div. (Rev. 12/96)
H
CDUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARC ER: o `7 —
Proposed Building se: Building Inspector: Date:
At time of permit application, I was advised the following data must be submitted prior to permit roc ssM" g and/or issuance:
Date Received By
❑ 1. All iiems have been submitted.-------------------------------------------------------------------------------------
1 I plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
o plete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
n eered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.--------
eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
nergy Design Compliance and supporting documentation. ----------------------------------------------------
7. Statement of Intent for Non -Heated and A/C Buildings.---------------------------------------------------------
118.
--------------------------------------------------------
❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑ 9. Manufactured Home data and installation instruc ons including Tie Down Specifications .------------------
pact fees as shown on the attached schedule. ----- --- -- ---------- ------T -----------
California Department of Forestry plan approval/f S. - ----T- -�'�--------
❑ 13. Flood elevation certificate. ---------7---------7--------------------------------------------------------------------
Sanitation and plot plan approval alth Department. -------------------------------------------
❑ 15. City of Chico plumbing permit. ------------------------------------------------------------------------------=----
❑ 16. Plot.plan and business license approval from the City of Biggs. ----------------------------------------------
-V-'g anninapproval for (A) Use: (B) Parking: --------------------------
ontact Land Development about OdImprovements, El Drainage, Legal Parcel. -----------------------
O 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------=-------------------
020: Pre -inspection for required Request to Building Inspector on (Date)
❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =-------------
❑22. Workers' Compensation carrier and policy number. -----------------------------------------------------------
23. finer -Builder Verification (Given to owner ❑,Mailed to owner ❑). --------------------------------------
4. tter of signature authorization.--------------------------------------------------------------------............
------ ----
ecorded copy of Agricultural Acknowledgment Statement. --------------------------------------------------
❑26. Letter of intent on building use. -----------------------------------------------------------------------------------
❑ 27. Manufactured Home utility clearance. ---------------------------------------------------------------------------
❑2 . Existing violations and/or expired permits. ----------------------------------------------------------------------
❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . ---------------
Other: P a, L S--?
When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to ntractor.
Telephone S S and hold for pickup at 0v 11 office. ❑ Deliver wi T ector.
licant• �. �..� Date: Y `�� - 76
8
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Adr Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ D
1. Index permit application for the above items numbered: %/ % ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ phone, dinail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil
l ' ivision counter, by D te:
Plans reviewed by: Date: Plans approved by: Date: �v
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:
Yellow Copy - Department of Development Services, Building Division.
e
y....��,rF.�:,j��Y'y1,71i1't.'RA�„�:"�iij'�.: �.,;=..,.r. - i � -... o ..� a,.��,�„�-., �,a,9q,,.�„��,�...,,�.r—•j�'� '�•".'j."'er'�T }�w,±�"°as"y'.'"„"'�'.'.""": y r...n��-..y.
t
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District
A.P. Number 0
Property Owner
Property Location/Address .
Building Department No.
K35-0
Commercial/Industrial
New Addition
a
moor rians reviewea Dy acnooi uistnct rersonneil
District Identification No. 3 a 3 1
Ciro.► . ilk I. P `(c 4V, School District certifies that
L
(Street Address)
Sq. Footage Q
(Group R)
Sq. Footage
krncwarng cmenor
Roofed Areas)
Date
(Applicant)
5Sat-vs2-9
$�tu -!k7 st- -, �4a
(Phone Number)
dr J e , C IA S IS 16 6
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. ot1, Cj g O 4 by payment of $ L , S $
B 2926 $
[FULL MITIGATION $ a
L-5 -a 2'
Date
representing 2 -5 square feet.
School
Paid by Check #
Notice:, You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT I g
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 within said zones andon adjacent'piop `rty-shoulzi be prepared to accept such
m
inconvenience or discomfort from noral„necessary'fanm operations. ' , `7 ” '
All that real property situate in the County of Butte, State of California, described as follows: - :" � ';' ' 5
Lot 393,, as shown on,.that certain .1,swo entitled, "Kelly Ridge Estates Unit No. 4C"
which Mao was recorded in the office rvof-the Recorder of the County of Butte, Stats
of California, on May,2, 1978, in Book 66 of Mans, at pages 9, 10, 11, 12.and 13.
Date: I Z Z - cz-? a
PROPERTY OWNERS:
HIM,—
m___:
State of California )
County of )
On before me,
.I
• Zv
ti
}
N.
/ D
personally appeared / G personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the same in his/her/their au_ t rized capacity(ies), and
that by his/her/their signature(s) on the instrument, th hich'ihe•person(s) acted,
executed the instrument.
WITNESS my hand and official seal. CHAS M. BARRCS
�'' COMN6 # 1 7 ..
'a Notary PubAc — Ca1llbinl0 .
SAMA CIARA
Sig e My Comm. E)q*esJUN 22r1994
A.P.s L -,g 0 :1 -
1 9913—��23471
AND WHEN RECORDED MAIL TO:
Recorded I REC FEE 7.00
BUTTE COUNTY BUILDING DIVISION
Official Records I COPIES 1.00
County Of 1
7 COUNTY CENTER DRIVE
Butte
OROVILLE CA 95965
CAMCE J. GRUBBS I
Recorder 1
10:34AN 05 -Jun -1998 les
I PaPage of 1
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT I g
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 within said zones andon adjacent'piop `rty-shoulzi be prepared to accept such
m
inconvenience or discomfort from noral„necessary'fanm operations. ' , `7 ” '
All that real property situate in the County of Butte, State of California, described as follows: - :" � ';' ' 5
Lot 393,, as shown on,.that certain .1,swo entitled, "Kelly Ridge Estates Unit No. 4C"
which Mao was recorded in the office rvof-the Recorder of the County of Butte, Stats
of California, on May,2, 1978, in Book 66 of Mans, at pages 9, 10, 11, 12.and 13.
Date: I Z Z - cz-? a
PROPERTY OWNERS:
HIM,—
m___:
State of California )
County of )
On before me,
.I
• Zv
ti
}
N.
/ D
personally appeared / G personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the
within instrument and acknowledged to me that he/she/they executed the same in his/her/their au_ t rized capacity(ies), and
that by his/her/their signature(s) on the instrument, th hich'ihe•person(s) acted,
executed the instrument.
WITNESS my hand and official seal. CHAS M. BARRCS
�'' COMN6 # 1 7 ..
'a Notary PubAc — Ca1llbinl0 .
SAMA CIARA
Sig e My Comm. E)q*esJUN 22r1994
A.P.s L -,g 0 :1 -
Permit Applicant: orX Permit Number:
Asswor Parcel Number: .BUD - h Data
77m above referenced building ., plans were re tewed by this Offlce.. Provide addtional
1ny6rma don and/or make reAdons to plain specfjUadons and calcuWons as follows:
"ZX
GOO /4664�
42N-
Ate&6e to
If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00
P.M and 4.00 P.M., Monday through Thursday.
MICHAEL MOONEY 5A MADRONEAVE.
CIVIL ENGINEER ORmLLE, CA 95966
RCE 20647 (916) 533-2131
Butte County May 20, 1998
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95966
Re: Bjork
Permit # 98-0667
This transmits reply to Plan Check Letter dated 5/11/98.
Item 1)
Appendix"r33 of UBC allows cut slopes of 2:1, plans show 1:0.6.
Contrac:to_,,,would have no problem with 2:1.
Item'2_) =-- -
Unless -noted otherwise connections are as specified in the Nailing
requirements of the Uniform Building Code. I will add this note to the
plans:;•;Connections which exceed code requirements have been detailed
or.:noted :
Error on my part. Corrected. Detail added.
I have not received said plan check letter, consequently cannot
comment.
TliankLyou for you consideration.
Yours,
Irv -
Michael 'Mooney
My license expires 9-30-01
utte county
• -�' LAND OF NATURAL WEALTH AND BEAUTY
BUILDING DIVISION.
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
Don &Jean Bjork TELEPHONE: (916) 538-7541
FAX: (916) 533.2140
44742 Park Meadow
Freemont, CA 94534
Re: Single Family Residence
A.P. No. 069-300-044
With reference to the above subject, attached is:
[x] Plan Check List
[ ] Red Marked Calculations
[ ] Red Marked Plans
[ ] Other:
Action Required:
[x] Comply with. plan check list
[x] Resubmit Plans with revisions as necessary
Date: 5/11/98
Permit #98-0667
[x] Submit additional calculations as necessary
[ ] Return originally submitted material
Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday
through Thursday between 1:00 P.M. and 4:00 P.M..
S
Sincerely
George R. Kellogg
Plan Check Engine
cc: Michael Mooney, CE
5B Madrone Avenue
Oroville, CA 95966
•
j
SUPPLEMENTAL PLAN CHECK LIST
Permit Applicant: Don & Jean Bjork Date: 5/11/98
Permit #98-0667
Plans for the above referenced project were reviewed by. this office. Please provide or have
your designers provide the following information and/or make revisions to plans,
specifications, or calculations as follows:
�.What is the maximum slope of cuts adjacent to the house? Show on the.plans.. Slopes
greater than 1 unit vertical in 3 units horizontal shall be in accordance with Section
1806.4 of the California Building Code.
Show complete lateral load path connections from the horizontal diaphragms down to
• the foundations for engineered shear walls. Include details on the plans.
Regarding Mr. Mooney's calculations and structural design:
3.1) Page 2 (B) of lateral calculations: nailing for the interior wall, 3rd floor; calls for
4 inch spaces, -6 inch spacing appears to be shown on the plans. Please check and
revise as necessary. Also these shear walls call for (2) rows of 16d @12 inches
anchorage.. Where is this shown on the plans?
4. Provide remaining items requested in Linda Sexton's plan check letter dated April 28,
1998 and items from the Permit Application Data Sheet for Permit #98-0667
rl.
I
April 28, 1998
•
LAND OF NATURAL WEALTH AND BEAUTY
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (916) 538-7541
FAX: (916) 538-2140
Don and Jean Bjork
44742 Park Meadow Drive
Freemont, CA 94534
Re: Application and Permit Fee AP#069-300-044 Permit # 98-0667
With reference to the above subject, attached is:
[X] Plan Check List
[ ] Red Marked Calculations
( ] Red Marked Plans
[ ] Other
Action Required:
[X] Comply with Plan Check List
[ ] Resubmit Plans with Revisions As Required _
[ ] Return All Original Materials and Revised Plans to the Building Department
[ ) Other
Should you have any questions, please contact this office at the address or phone number
listed above.
Sincerely,
Linda Sexton
Permit Applicant: Don and Jean Biork Permit Number: 98-0667
Assessor Parcel Number: 067-300-044 Date: 4-28-98
The above referenced building plans were received by this office. Provide additional
information and/or make revisions to plans, specifications and calculations as follows:
Your living area is 3,500 square feet and school fees need to be paid on this amount.
Please indicate the location of your 2 HVAC units.
The window sizes on the floor plans do not match those on the elevations. Please
revise one or the other.
4. Please provide construction details for your deck along the front elevation. Include
joist size and spacing girder size, post locations and footing sizes.
If you are using stucco for bracing, it should be 3 coat stucco which is not useable
over foam board. Please revise if this is the case.
6. Your energy calculations should model 2 HVAC units and 2 water heaters.
Lateral Plan Check has not been done yet.
nuj
If you wish to discuss any requirements, you may contact me at (53 0) 538-7541 between
1:00 P.M. and 4.00 P.M., Monday through Friday.
Linda Sexton
PR039CT PROCESSJNG REC*RD
APPLICANT: 6
OWNER:
PERM #:
A. P. #:
WORK DESCRIPTI
DATE
DESCRIPTION OF STEP .
- -.
r -e LLL
RESIDMTIAL PLAN CHECKIMG GUIDE
SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY
OWNER: � m f L BUILDINGP R
E
PLAN CHECKER: O 7 A.P. NUMBER: 300 -6zz _
Zoning requirements: (side yards and number of permitted living units).
Valuation.
Plans signed by designer.
Proper description of wofk on aftcation.
Existing violations on property.
Items on data sheet, (Impact FeeFt Environmental Health, Developer Fees, etc.).
Recorded notice of vioMon.
lb
Complete parcel size Aad dimensions.
Setbacks, side yards, easements; etc.
Other buildings or str�uct&es.
Grading, fills and/of drainage`
Flood hazard. _
Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.).
F.A.U. & F.A.S. road setback.
Building or utilities across lot lines (Record form).
Complete to scale plan with dimensions.
Required windows for light and ventilation (Section 1203).
Required windows for second exit (Section 310.4).
Skylights (Section 2409 & 2603.7).
Glazing in Hazardous Locations (Section 2406).
Required room sizes, ceiling heights (Section 310.6).
G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).
8. Lights, switches, receptacle ad -e c es for maintenance of mechanical equipment.
9. Location of water heaters, eating and cooling equipmen other electrical or gas equipment.
Garage firewall, door size an c oser (Section
Minimum of one 3V exterior door (Section 1004.6).
Fireplace and wood stove location, alcoves and clearance.
Smoke detectors (Section 310.9.1).
Plumbing fixtures, water closet clearances and shower size.
STRUCTURAL DETAILS:
1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4).
2,. Standard bracing or engineered design (Section 2326.11.3).
3. Clerestory requiring balloon framing and/or engineering.
Three story building requiring engineered calculations and plans.
--g'— Foundation plan complete enough to construct building.
-6--- Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building. W7 y 1e&O (!�71' A4 -S
Roof construction details complete enough to construct building.
Rafter ties or bearing ridge beam.
Fireplace construction tails�nc-if-n nary.
Garage door and/ orch header sizes.
12 Stud heights.
�3' Adobe soils - special foundation design.
Retaining walls requiring design.
—4-5- Special Inspection requirements.
_6.. Header size.
Sheetrock nailing inspection required?
July 1996
3.2
FAttic
ay details: landings, rise and run, head clearance, handrails (Section 1006).
rail details (Section 509).
or stone veneer (Section 1403).
or plaster - weep screeds (Section 2506).
roof pitch for roof covering (Section 1501).
overing type - (fire hazard).
insulation - protection.
lls and stairways.
area over garage - complete 1 -hour separation required on garage side including supporting walls and posts.
xits on three - story dwellings (Section 1003).
floor access and ventilation (Section 2317.7).
ccess and ventilation (Section 1505).
13. Combustion air for fuel burning appliances - L.P.G. requirements. •
,14.' Noise requirements on duplexes.
15. Energy design.
Flashing at all exterior openings. ..
C.D.F. responsible area requirements.
/ � r
v
G� �ifG000rvvs �� .e..l� v-c��o,� — ,� /�-� ►�c�� o��e
Y
July 1996
��5-f5� a-z��'✓l�S�
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=MI'CHAEL MOONEY—
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE --
OROVILLE', CA 95966
Date: 03/16/98
TIMBER JOIST .& RAFTER DESIGN
Page:
1
V4.4C1 (c) 1983-96 ENERCALC
MICHAEL MOONEY, KW -0601576
DESIGN DATA
1
2
3 -
Timber Section
2X12
2X12
4X14
....Depth
in :
11.25
11.25
13.25
....Width
in :
1.50
1.50
3.50
Le: Unsupp
ft
2.00
2.00
0.00
Fb- Allow
psi
1005.00
1005.00
1350.00
Fv- Allow
psi
95.00
95.00
85.00,
Elastic Mod.
ksi
1600.00
1600.00
1600.00
Load Duration Factor
1.25
1.25
1.25
Stress Ratio
->> :
0.90
0.68
0.89
CENTER SPAN
-OK-.
-OK-
-OK-
Span Length
ft :
22.00
22.00
9.25
Uniform DL
plf :
27.00
20.00
460.00
LL
plf :
21.00
16.00
368.00
RESULTS
Mmax a Cntr
k -in :
34.85
26.14
106.27
X -Dist
ft :
11.00
11.00
4.62
REACTIONS
Left: Dead Load
# :
297.00
220.00
2127.50
Live Load
# :
231.00
176.00
1702.00
Right: Dead Load
# :
297.00
220.00
.2127.50
Live Load
# :
231.00
176.00
1702.00
STRESSES
-OK-
-OK-
-OK-
Fb.. Allow
psi :
1220_3
1220.3
1687.5
Fb.. Actual
psi :
1101.4
826.0
1037.7
Fv.. Allow
psi :
118.75
106.25
Fv.,. Actual
psi :_
43.18
_118.75
32.38
94.14
DEFLECTIONS
_." . _.:•--- - Center... Dead.Load
in :
-0.500
-0.370
-0.070
X -Dist
ft
11.00
11.00
4.62
DL Ratio
528
713
1590
_-. Live .Load
in :....
-,Q..389....
-0.296 •.,,_
-0.056
X -Dist
ft :
11.00
11.00
4.62
LL Ratio
679
892
1988
- -- - Total Deft
in
-0.888
-0.666
-0.126 -
X -Dist
ft
11.00
11.00
4.62. -
Ratio
297
396
884
1
V4.4C1 (c) 1983-96 ENERCALC
MICHAEL MOONEY, KW -0601576
�� ApAL-ve) r
Ocso Cc
'P= -\2` ��� -t- «1 �� •t W�fi 4� ��� � UJB,
�� �2 t t )�I�O�r lir s� �— � x� � �x(8+�� f ��g•
�Zfi 3� cc
L
c� Ti 1`5 C. cc
All
.3 ► % PL fi 53
�
i
1
1
�
1
...._.._.. �.........
1
...
.._.-....' - '
i
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
CANTILEVERED RETAINING WALL DESIGN
Date: 03/23/98
Page: S
WALL & FOOTING DATA
1020.9
VERTICAL
LOADS
0
0
LATERAL
LOADS
0
0
Retained Height
7.00
ft
Axial DL on Stem
Soil over Toe =
500
plf
Lateral Load Acting on
29.2
0.88
Wall Ht. above Soil =
1.50
ft
Axial DL on Stem
=
1386
plf
Stem Above Soil
=
0.00
psf
Toe Width - -- _
'..1.75
ft
....Eccentricity
Surcharge Over Heel =
-1.25
in
Add'L Lateral Load
0.0
0.00
plf
Heel Width =
2.25
ft
Surcharge over Toe
=
50.0
psf
Dist to Load Start
=
0.00
ft
Total Footing Width =
4.00
ft
Surcharge over Heel
=
O.O.
psf
Dist to Load End
0
0.00
ft
Footing Thickness =
12.00
in
Note: Toe Surcharge
Resists
Overturning
Added Lateral Load =
0.0
0.00
0.0
Key Depth =
0.00
in
Footing Weight =
0
0
0
600.0
2.00
1200.0
Key Weight =
Key- .Width =
0.00
in
SOIL DATA
0.00
--
ADJACENT
FOOTING
-
Toe to Key Dist. =
0.00
ft
Allowable Bearing
=
2000
psf
Vertical Load
'4.00'
0.0
#
-- SLIDING CHECK
2737.3 ft -4
Active Lateral
30.0
pcf
Load Eccentricity ..
_
0.00
in
Ftg/Soil Friction _ =
0.35
Pressure
.....Max Press.
0.0
pcf
Footing Width
_
0.00
ft
Soil to Neglect ='
0.00
in
.....Slope Press.
_
0.0
pcf
Ftg. CL to Wall
_
-.0.00
ft.
Lateral Pressure =
1003
#
Backfill Slope
=
5.0
:1
Vert. Position of Ftg.
- Passive Pressure =
506
#
Passive Press.
=
400.0
pcf
... AboVd/BeLow:[+/-30.0
ft
- Friction =
1077
#
Soil Density
=
100.0
pcf
Spread Footing
?
No
Add' L Force Required. _
__0.0
#
Soi L Ht over Toe
2.00
in
_.
SUMMARY
FOOTING DESIGN
Pressure a Toe =
1349.0
psf
Soil Press. Mult.
Toe
Heel
f'c
=
2500
psi
Pressure a Heel =
780.8
psf
By ACI Eq 9-1 =
2020
1169
psf
Fy
=
40000.psi
Allowable Press. =
2000
psf
Mu -Upward =
2904
983
ft-#
Min. As Percent
0.0014
Ecc. of resultant =
2.13
in
Mu -Downward =
464
1382
ft-#
Omit SP Under Heel
?
No
Max. Shear a Toe. =
16.40
psi
Mu -Design =
2439
-399
ft-#
Toe
Heel
Max. Shear a Heel =
-0.00
psi
One -Way Shear:
# 4 a 16.81
15:44
in o/c
Allow. Ftg Shear =
85.00
psi
Actual =
.16.4
0.0
psi
# 5 a 26.05
23.31
in o/c
Factors of Safety:
. Allowable =
85.0
85.0
psi
# 6 a 36.97
33.08
in o/c
Overturning =
2.89
:1
Cover over Rebar -
3.50
2.50
in
# 7 a 48.00
45.11
in o/c
Sliding =
1.58
:1
'd' =
8.50
9.50
in
# 8 a 48.00
48.00
in o/c
Ru = Mu/bd_2 =
37.5
4.9
psi
# 9 a 48.00'
48.00
in o%c
SUMMARY OF FORCES
& MOMENTS
Overturning
Moments
Resisting Moments
origin of Force...
#
ft ft-#
#
ft
ft-#
Active Soil Press.
1020.9
2.75
2807.6
0
0
0
Soil over Heel =
0
0
0
875.0
3.38
2953.1
Soil over Toe =
-20.4
0.39
-7.9
29.2
0.88
25.5
Sloped SoiL a Heel =
0
0
0
15.6
3.58
56.0
Adjacent Ftg. Load
0.0
0.00
0.0
0.0
0.00
0.0
Surcharge Over Heel =
0
0
0
0.0
0.00
0.0
Surcharge over Toe =
-17.5
0.58
-10.2
87.5
0.88
76.6
Axial Load on Wall =
0
0
-52
500.0
2.25
1125.0
Load a Proj. Wall =
0.0
0.00
0.0
0
0
0
Averaged Stem Wts.
0
0
0
766.5
2.16
1655.9
Added Lateral Load =
0.0
0.00
0.0
0
0
0
Footing Weight =
0
0
0
600.0
2.00
1200.0
Key Weight =
0
0
0
0.0
0.00
.0.0
Vertical Component
of Acti-ve-Pr-essuPe
0
0
0
204.2
'4.00'
816.8
Totals
983.0 #
2737.3 ft -4
3078.0 #
7908.8 ft-#
Resisting Totals Used For
Soil Pressure
2873.8 #
7092.1 ft-#
(Vert. Component of Active
Pressure
Removed)
-
--
(continued-ari next page....)
V4.4C1 (c) 1983-96 ENERCALC
MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
CANTILEVERED RETAINING WALL DESIGN
(.....continued)
_ STEM SUMMARY
Top Stem: From 5.00 ft to Top of Wall
8.00in Masonry w/ # 4 a 16.00in, d- 3.75in
f -'m= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n- 25.78
Solid Grouted,,,N_oSpec. Insp.
,Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = -156.5 <= 521.2ft-#
Vactual = 0.66 <= 19.36psi._.
Interaction Value = -0.141
Second Stem From-4.00ft to-5.00ft
8.00in Masonry w/ H 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.-
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual•= -61•.5 <= 521.2ft-H
Vactual = 1.48 <= 19.36psi
Interaction Value = 0.050
Third Stem From 3.00ft to 4.00ft
8.00in Masonry w/ )I 4 a 16.00 -in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 123.5 <= 521.2ft-#
Vactual = 2.63 <= 19.36psi
Interaction Value = 0.416
Fourth Stem From 2.00ft to 3.00ft
12.00in Masonry w/ N 5 a 8.00in, d= 9.00in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„No Spec..Insp.
Wall Wt.= 118.00psf, Bar Embed= 12.Oin
Mactual = 428.5 <= 3274.4ft-#
Vactual = 2.69 <= 19.36psi
Interaction Value = 0.252
Bottom Stem From O.00ft to 2.00ft
12.00in Masdffff'u/"N 5 a 8.00in, d= 9.00in
f'm= 1500.Opsi, Fs= 18000.0psi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 118.00psf, Bar Embed= 6.Oin
Mactual = 1518.3 <= 3274.4ft-#
Vactual = 5.26 <= 19.36psi
Interaction Value = 0.601
Date: 03/23/98 Page: CQ
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
7c�
VERTICAL STEEL
#4's- AT 16"cc
REBAR CENTERED
._.... IN 8" WALL
HORIZONTALSTEEL
#4's AT 24 "cc _.
COMPACT BACKFILL
�- 12" BLOCK - - -.
0
#5„00WELS AT
8 cc.
39 8 3/4 CLR -
L#4 CONT.
24
21”
PROVIDE #4 CONT M
DRAINAGE
UNDISTURBED GROUND
(3) #4's CONL_ .
N
(2) #4's CONTIN.-
......... . 3» . CLR
4's AT15cc
48"
7' FSE TA INING WALL DETAIL.
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
CANTILEVERED RETAINING WALL DESIGN
6 FOOT FREESTANDING
MASONRY RETAINING WALL 150OPSF SOIL -
Date: 03/24/98
Page:
WALL & FOOTING DATA
735.0
2.33
VERTICAL LOADS
0
0
LATERAL
LOADS
0.33
Sloped Soil a Heel =
Retained Height =
6.00
ft
Axial DL on Stem
=
0
plf__
Lateral Load Acting on
Surcharge over Toe
0.0
0.00
Wall Ht. above SoiL
0:50
ft
Axial DL on Stem
=
0
plf
Stem Above Soil
=__`
0.00
psf
Toe Width =
1.25
ft
....Eccentricity
=
0.00
in
Add'L Lateral Load
=
0.00
plf
Heel Width - "" =
2.25'ft
Surcharge over Toe
=.
0.0
psf
Dist -to Load Start •
_
0.00
ft
Total Footing Width =...
3.50
ft
Surcharge over Heel
0.0
psf
Dist to Load End
=
0.00
ft
Footing Thickness =
12.00
in
Key Depth _•
-940
in
Key Width
12.00
in
SOIL
DATA
ADJACENT
FOOTING
Toe to Key Dist. =
1.25
ft
Allowable Bearing
=
1500
psf
Vertical Load
=
0.0
#
SLIDING --CHECK
-
Active Lateral
=
30.0
pcf
Load Eccentricity
......
0.00
in
Ftg/Soil Friction
0.35
.....Max Press.
0.0
pcf
Footing Width
_
0.00
ft
Soil to Neglect =
0.00
in
.....Slope Press.
=
0.0
pcf
Ftg. CL to Wall
=
0.00
ft
Lateral Pressure =
735
#
Backfill Slope
0.0
:1
Vert. Position of Ftg.
-Passive Pressure =
383
#
Passive Press.
=
250.0
pcf
...Above/Below:[+/-3
0.0
ft
- Friction =
726
#
Soil Density
=
100.0
pcf
Spread Footing
?
No
Add'L Force Required
0.0
#
Soil Ht over Toe.
_
0.00
in
SUMMARY
FOOTING DESIGN
Pressure a Toe =
1024.3
psf
Soil Press. MuLt.
Toe
Heel
f'c
=
2500
psi
Pressure a Heel =
161.4
psf
By ACI Eq 9-1 =
1434
226
psf
Fy
=
40000
psi
Allowable Press. =
1500
psf
Mu -Upward =
1008
512
ft-#
Min. As Percent
=
0.0014
Ecc. of resultant =
5.09
in
Mu -Downward =
164
1316
ft-#
Omit SP Under Heel
? _
_...-.No
Max. Shear a Toe =
5.63
psi
Mu -Design =
844
-805
ft-#
Toe Heel
Max. Shear a Heel
-4.55
psi
One -Way Shear:
# 4 a 16.33
14.65
in o/c
Allow. Ftg Shear =
85.00
psi
Actual
5.6
4.6
psi
# 5 a 25.31
22.71
in o/c
Factors of Safety:
Allowable =
85.0
85.0
psi
# 6 a 35.92
32.23
in o/c
Overturning =
2.61
:1
Cover over Rebar -
3.25
2.25
in
# 7 a 48.00
43.96
in o/c
Sliding
1.51
:1
'd' =
8.75
9.75
in .
# 8 a 48.00
48.00
in o/c
Ru = Mu/bd"2
12.2
9.4
psi
# 9 a 48.00
48.00
in o/c
SUMMARY OF FORCES & MOMENTS
Overturning Moments
Resisting Moments
Origin of Force...
#
ft
ft-#
#
ft
ft-#
Active Soil Press. =
735.0
2.33
Soil over Heel =
0
0
Soil over Toe =
-15.0
0.33
Sloped Soil a Heel =
0
0
Adjacent Ftg. Load
0.0
0.00
Surcharge Over Heel
0
0
Surcharge over Toe
0.0
0.00
Axial Load on Wall
0
0
Load a Proj. Wall =
0.0
0.00
Averaged Stem Wts. =
0
0
Added Lateral Load =
0.0
0.00
Footing Weight
0
0
Key Weight =„
0
0
Vertical Component
of Active Pressure
0
0
Totals = 720.0 #
Resisting Totals Used For.Soi.l Pressure
(Vert. Component of Active Pressure Removed)
1715.0
0
-5.0
0
0.0
0
0.0
0
0.0
0
0.0
0
0
0
950.0
0.0
0.0
0.0
0.0
0.0
0.0
0
487.5
0
525.0
112.5
0 0.0
1710.0 ft-# 2075.0 #
2075.0 #
0
0
2.71
2572.9
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0.00
0.0
0
0
1.58
771.9
0
0
1.75
918.7 ..
1.75
196.9
0.00 0.0
4460.4 f t - #
4460.4 f t - #
(continued on next page..:.)
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE-, CA 95966
Date: 03/24/98 Page:
CANTILEVERED RETAINING WALL DESIGN
6 FOOT FREESTANDING
MASONRY RETAINING WALL 150OPSF SOIL
(.....continued)
STEM. SUMMARY
Top Stem: From 5.00 ft to Top of Wall
8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n- 25.78
Solid Grouted, No Spec..Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 5.0 <= 521.2ft-#
Vactual = 0,16-19.36psi
•Interaction Value = 0.010
Second Stem From 4.00ft-•to b.00ft
8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 40.0 <= 521.2ft-#
Vactual = 0.66 <= 19.36psi '
Interaction Value - 0.077
Third Stem From 2.00ft to 4.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.--
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual - 320.0 <= 521.2ft-#
Vactual = 2.63 <= 19.36psi
Interaction Value = 0.614
Fourth Stem From 1.00ft to 2.00ft
8.00in Masonry w/ # 4 a 8.00in, d= 5.25in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed- 14.9in
Mactual = 625.0 <= 1151.5ft-#
Vactual = •4.11 <= 19.36psi
Interaction Value = 0.543
Bottom Stem From O.00ft to 1.00ft
8.00in Masonry w/ # 4.a 8.00in, d= 5.25in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.- 75.00psf, Bar Embed= 6.Oin
Mactual - 1080.0 <= 1151.5ft-#
Vactual = 5.92 <= 19.36psi
Interaction Value = 0.938
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
COMPACT 'BACKFILL
\ HORIZONTAL STEEL _
3 3/4" CLR #4's AT 24"cc
VERTICAL STEEL
X
#4's AT 16" cc
114 DOWELS AT 8" cc
33 15"
17
5"
PROVIDE
DRAINAGE #4's AT 15"cc
UNDISTURBED GROUND
(4) NO 4's CONTMOUS
3" CLR -- -
12" 15"
42"
.6' RET_ _A_ WING WALL DETAIL
FREESTANDING
:MICHAEL MOONEY -
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966 I
Date: 03/24/98 Page: f
CANTILEVERED RETAINING WALL DESIGN /
7 FOOT FREESTANDING RETAINING WALL
1500 PSF SOILS
WALL &-FOOTTNG DATA
VERTICAL LOADS
LATERAL
LOADS
Retained Height
7.00
ft
Axial DL on Stem
=
0
plf
Lateral Load Acting on
Wall Ht. above Soil =
0.50
ft
Axial DL on Stem
=
0
plf
Stem Above Soil
0.00
psf
Toe Width =
1.58
ft
....Eccentricity
=
0.00
in
Add IL Lateral Load
--�
"'"0.00
plf
Heel Width
2.75
ft
Surcharge over Toe
0.0
psf
Dist to Load Start
0.00
ft
Total Footing Width =
4.33
ft
Surcharge over Heel
0.0
psf -Dist
to Load End
-- 0.00
ft
Footing Thickness =
12.00
in
Key Depth =
12.00 -in
Key Width
12.00
in
SOIL
DATA
ADJACENT
FOOTING
Toe to Key Dist.* _
1.67
ft
Allowable Bearing
=
1500
psf
Vertical Load
-- _-
0.0
A..
SLIDING CHECK
Active Lateral
=
30.0
pcf
Load Eccentricity
0.00
in
Ftg/Soil Friction _
0.35
.....Max Press.
_
" 0.0
pcf
Footing'Width
0.00
ft
Soil to Neglect =
0.00
in
.....Slope Press.
=
0.0
pcf
Ftg. CL to Wall
0.00
ft
Lateral Pressure =
960
#
Backfill Slope
=
0.0
:1
Vert. Position of Ftg....___.
- Passive Pressure =
500
#
Passive Press.
250.0
pcf
...Above/Below:[+/-]
_
0.0
ft
- Friction =
936
#
Soil Density
100.0
pcf
Spread Footing
?
No
Add'l Force Required =
0.0
#
Soil Ht over Toe
=
0.00
in
SUMMARY.
FOOTING DESIGN
Pressure @ Toe =
968.7
psf
Soil Press. Mult.
Toe
Heel
f'c
=
2500
psi
Pressure...R Heel.... =
266.0
psf
By ACI Eq 9-1 =
1356
372
psf
Fy
=
40000
psi
Allowable Press. =
1500
psf
Nu -Upward =
1543
773
ft-#
Min. As Percent
_
0.0014
Ecc. of resultant =
4.93
in
Mu -Downward =
262
1822
ft-#
Omit SP Under Heel
?
No
Max. Shear a Toe =
8.95
psi
Mu -Design =
1281
-1049
ft-#
Toe Heel
Max. Shear a HeeL =
-5.96
psi
one -Way Shear:
# 4 a 16.81
15.04
in o/c
Allow. Ftg Shear =
85.00
psi
Actual =
8.9
6.0
psi
# 5 a 26.05
23.31
in o/c
Factors of Safety:
Allowable
85.0
85.0
psi
# 6 a 36.97
33.08
in o%c
Overturning =
2.84
:1
Cover over Rebar =
3.50
2.50
in
# 7 51 48.00
45.11
in o/c
Sliding =
1.50
:1
'd' =
8.50
9.50
in
# 8 a 48.00
48.00
in o/c
Ru = Mu/bd-2
19.7
12.9
psi
# 9 a 48.00
48.00
in o/c
SUMMARY OF FORCES
& MOMENTS
Overturning
Moments
Resisting Moments
Origin of Force...
#
ft
ft-#
#
ft
ft-#.
Active Soil Press.
960.0
2.67 2560.0
0
0
0
Soil over Heel =
0
0
0
1225.0
3.46
4232.4
Soil over Toe =
-15.0
0.33
-5.0
0.0
0.00
0.0
Sloped Soil a Heel =
0
0
0
0.0
0.00
0.0
Adjacent Ftg. Load
0.0
0.00 '
0.0
0.0
0.00
0.0
Surcharge Over Heel =
0
0
0
0.0
0.00
0.0
Surcharge over Toe
0.0
0.00
0.0
0.0
0.00
0.0
Axial Load on Wall =
0
0
0
0.0
0.00
0.0
Load ,@ Proj. Wall =
0.0
0.00
0.0
0
0
0
Averaged Stem Wts. =
0
0
0
648.5
1.97
1280.1
Added Lateral Load =
0.0
0.00
0.0
0
0
0
Footing Weight-- - - _
- 0
0
0
649.5
2:17'
1406.2
Key Weight
0
0
0
150.0
2.17
325.5
.Vertical Component
of Active Pressure
0
0
0
0.0
0.00
--0.0
Totals = 945.0 # 2555.0 ft-# 2673.0 #- 7244.2-fit4
Resisting Totals Used For Soil Pressure 2673.0 # 7244.2 ft-#
(Vert. Component--of-A- tive Pressure Removed)
(conti.nued..on next page....)
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA,95966
Date:- 03/24/98
CANTILEVERED RETAINING WALL DESIGN
7 FOOT FREESTANDING RETAINING WALL
1500 PSF SOILS --
(.....continued)
STEM SUMMARY
Top Stem: From 5.00 ft to Top of Wall
8.00in Masonry w/ # 4 @ 16..00in, d- 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted, No Spec. Insp.
Wall Wt.- 75.00psf, Bar Embed= 12.Oin
Mactual - 40.0 <= 521.2ft-#
VactuaL = 0.66 <= 19.36psi
Interaction Value = 0.077
Second Stem From 4.00ft to 5.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75�00psf, Bar Embed= 12.Oin
MactuaL = 135.0 <= 521.2ft-#
Vactual = 1.48 <= 19.36psi
Interaction Value = 0.259
_.. Third Stem From 3.00ft to '4.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
flm= 1500.Opsi, Fs= 18000.Opsi.
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 320.0 <= 521'.2ft-q
Vactual = 2.63 <= 19.36psi
Interaction.Value_= 0.614
Fourth Stem From 2.00ft to 3.00ft
8.00in Masonry w/ # 4 a 8.00in, d= 3.75in
-f'm= 1500.Opsi, Fs=.18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted,,No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 21.3in
Mactual = 625.0 <= 652.3ft-#
VactuaL = 4.11 <= 19.36psi
Interaction Value = 0.958
Bottom Stem From O.00ft to 2.00ft
12.00in Masonry w/ N 4 a 8.00in, d= 9.00in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.- 118.00psf, Bar Embed- 6.Oin
Mactual = 1715.0 <= 2814.4ft-N
Vactual - 5.28 <= 19.36psi
Interaction Value - 0.609
Page: l Z
I
V4.4C1 (c) 19ffl_96..ENERCALC... MICHAEL.MOONEY, KW -0601576
8,
VERTICAL STEEL
#4's AT 16"cc
REBAR CENTERED
IN 8!.... WALL
HORIZONTAL STEEL
#4's AT 24' cc
COMPACT BACKFILL
d-
0
12" BLOCK
3 COURSES
#4 DOWELS AT
8 cc.
30.L
#4 CONT.
24 19„
12 314"—\
-
CLR. _.:.....
#4 CONT.
PROVIDE -
DRAINAGE
2" CLR UNDISTURBED GROUND
— - — (3) #4's CONT:
N
(2) #4's CONTIN.
3' CLR
#4's AT 15"cc"
52"
7' RE TA WING WALL DETAIL
FREESTANDIC
MICHAEL MOONEY
CIVIL ENGINEER
..:RCE 2064.7. --.EXPIRES. 9-30-97
5A MADRONE AVE
OROVILLE', CA 95966
Date:. 03/24/98
CANTILEVERED RETAINING WALL DESIGN
5 FOOT FREE STANDING MASONRY RETAINING WALL
1500 PSF SOILS
..- . Page:
WALL & FOOTING
DATA
in
VERTICAL LOADS
0
0
LATERAL LOADS-
Retained•Height
_ -5.00
ft
Axial DL on Stem
0
plf
LateraL.load Acting on
WaLL Ht. above Soil
= 0.50
ft
Axial DL on Stem =
0
plf
Stem Above Soil =
Toe Width
= 1.16
ft
....Eccentricity =
0.00
in
Add'l Lateral Load =
Heel Width - -`-
2.50
ft
Surcharge over Toe =
0.0
psf
Dist to Load Start
Total Footing Width
= 3.66
ft
Surcharge over Heel =
0.0
psf
Dist to Load End " _ -
0.00 psf
0.00 plf
0.00 ft
0.00 ft
Footing Thickness
12.00
in
Soil over Heel =
0
0
_
Soil over Toe_ _
..15.0
0.33
Sloped Soil a HeeL =
0
0
Key Depth =
0.00
in
Surcharge Over Heel
0
0
Surcharge over Toe =
0.0
0.00
Axial Load on Wall =
0
0
Key Width =
0.00
in
SOIL
DATA
0
Added Lateral Load =
ADJACENT
FOOTING
Footing Weight =
0
0
Toe to Key Dist. =
0.00
ft
'Allowable Bearing
=
1500
psf
Vertical Load
=
549.0
0.0
#
SLIDING CHECK
0.0
0.00
Active Lateral
_
30.0
pcf ---Load-Eccentricity
0.0
=
1878.2 #
O.00.in
- 4135.4 ft-#
Ftg/Soil Friction =
0.35
.....Max Press.
=
0.0
pcf
Footing Width
_
-0.00
ft
Soil to Neglect
0.00
in
.....Slope Press.
0.0
pcf
Ftg. CL to Wall
=
0.00
ft
Lateral Pressure =
540
#
Backfill Slope
0.0
:1
Vert. Position of Ftg.
- Passive Pressure =
150
#
Passive Press.
300.0
pcf
...Above/Below:[+/-]
0.0
ft.
- Friction =
-657
#
Soil Density
100.0
pcf
Spread Footing
? -
---.
No
Add'L Force Required =
0.0
#
Soil Ht over Toe
=
0.00
in
SUMMARY
FOOTING DESIGN
Pressure a Toe =
681.9
psf
Soil Press. Mult.
Toe
Heel
f'c
=
2500
psi
Pressure a Heel
344.5
psf
By ACI Eq 9-1 =
955
482
psf
Fy
=
40000
psi
Allowable Press. =
1500
psf
Mu -Upward =
609
943
ft-#
Min. As Percent
=
0.0012
Ecc. of resultant =
2.41
in
Mu -Downward =
141
1529
ft-#
Omit SP Under Heel
?
No
Max. Shear a Toe
3.17
psi
Mu -Design =
467
-586
ft-#
Toe
Heel
Max. Shear a Heel =
-3.29
psi
One -Way Shear:
# 4 a 19.61
17:54
in
o/c
ALLow. Ftg Shear =
85.00
psi
Actual
3.2
3.3
psi
# 5 a 30.39
27.19
in
o/c
Factors of Safety:
Allowable =
85.0
85.0
psi
# 6 a 43.14
38.60
in
o/c
Overturning =
3.85
:1
Cover over Rebar
3.50
2.50
in
# 7 @ 48.00
48.00
in
o/c
Sliding =
1.50
:1
'd, =
8.50
9.50
in
# 8 a 48.00
48.00
in
o/c
Ru = Mu/bd-2
7.2
7.2
psi
# 9 @ 48.00
48.00
in
o/c
SUMMARY OF FORCES
& MOMENTS
Overturning
Moments
Resisting Moments
Origin of Force... # ft ft-# # ft ft-#
Active Soil Press. =
540.0
2.00
Soil over Heel =
0
0
_
Soil over Toe_ _
..15.0
0.33
Sloped Soil a HeeL =
0
0
Adjacent Ftg. Load =
0.0
0.00
Surcharge Over Heel
0
0
Surcharge over Toe =
0.0
0.00
Axial Load on Wall =
0
0
Load @ Proj. Wall
0.0
0.00
-Averaged Stem Wts..: ... =
_
0
0
Added Lateral Load =
0.0
0.00
Footing Weight =
0
0
Key Weight _
-., •. 0
0
Vertical Component
0.0
0
of Active Pressure
0
0
Totals = 525.0 #
Resisting Totals Used For Soil Pressure
(Vert. Component of.Active Pressure Removed)
V4.4C1 (c) 1983-96 ENERCALC
1080.0
0
0
0
0
916.7
.2.74.
2514.7
-5.0
0.0
0.00
0.0
0
0.0
0.00
0.0
0.0
._.0.0
0.00
0.0
0
0.0
0.00
',b*0
0.0
0.0
0.00
0.0
0
0.0"-
0.00
0.Or-
0.0
0..
0
0
0
412.5
1.49...
6.16..0.
0.0
0
0
0
0'
549.0
1.83
"1004:7
0
0.0
0.00
0.0
0
0.0
0.00
0.0
1075.0 ft-#
1878.2 #
- 4135.4 ft-#
1878.2 #
4135.4 ft-#
(continued on next page....)
MICHAEL MOONEY, KW -06U1576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
Date: 03/24/98
CANTILEVERED RETAINING WALL DESIGN
5 FOOT FREE STANDING MASONRY RETAINING WALL
1500 PSF SOILS
(.....continued)
STEM SUMMARY
Top Stem: From 5.00 ft to Top of Wall
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted, No Spec. Insp.'
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 0.0 <= 521.2ft-#
Vactual = 0.00 <= 19.36psi
Interaction -Value -F.0.000...
Second Stem From 4.00ft to 5.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = --5.0 •<=•-••521.2ft-#
.Vactual = 0.16.<= 19.36psi
Interaction Value = 0.010
Third Stem From 2.00ft to 4.00ft
8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in
f'm= 1500.Opsi,-Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 135.0 <= 521.2ft-H
Vactual= 1.48 <= 19.36psi
Interaction-Vatue = 0.259
Fourth Stem From 1.00ft to 2.00ft
B.00in Masonry w/ # 4 a 16.00in, d= 5.25in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78 -
Solid Grouted„ No Spec. Insp.
Wall Wt.- 75.00psf, Bar Embed= 12.Oin
Mactual = 320.0 <= 905.4ft-#
Vactual = 2.63 <= 19.36psi
Interaction Value = 0.353
Bottom Stem ,From O.00ft to 1.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 5.25in
f'm- 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed- 6.Oin
Mactual = 625.0 <= 905.4ft-#
Vactual = 4.11 <= 19.36psi
Interaction Value = 0.690
V4.4C1 (c)'198 3-96 ENERCALC
Paga:...1�
MICHAEL MOONEY, KW -0601576
HORIZONTAL STEEL
NO."4.'s' AT*24"Cc
VER-TIGAL STEEL
NO. , 4S AT 16 "cc.
VERTICAL STEEL A T
CENTER
NO. 4 DOWELS J 33
AT 16 CC.
16"
14"
UN0I5TL)KDE0
61200NP 2" CLF
NO. 4s AT 18" cc.-->
(4) NO. 4s CONTIN.---"O
5 FOOT MASONRY
RE TA INING WA L L
hL
I is i''i�i" ! I��,u�� I
ems ;_... '.....:_.� ,..`1. '-; -j , , � :::: ' � : �„��: � ' 3o-l�lGn� t �2�til�ll� . • ' I ;-•:-.:. • , ;-.:- -: -; -,... _ .....
WALL.. I ; 13L(S�IGIn.
I I i I � t t '• I i
41
14
,74
10;
• � I .";iii iif.: ..,.,;;.� ,,:II ., �i.,l, ..,.I
' j � i ; I ! 1 I ' I � i 1 ' t l j I I I I ' _ _, -f . � � I. i 'F� �__; . i , I ' j ' -•, � —,r � I :
• - , I ' • ' . — '---I' ; i �, a, k l�l�' • �; � ' , i i- i i i 1 I � i I i , ,
171 `(.��) ' I . . . . . . , . t
IL
tL
.060
,
l ;
',� •,j ,I, , �, hili! � I I �i :i ,
71
i 1��' ►.�_►►} ! � -�t!�� !� III :� ili I`
i
• ' MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE - --
OROVILLE, CA 95966
GENERAL TIMBER BEAM DESIGN
LXIVA -Zcf
I�
Date: 03/25/98 Page:
V4.4C1 (c) 1983-96 ENERCALC. MICHAEL MOONEY, KW -0601576
BEAM DATA
SPAN DATA
Timber Section
:--------
End Fixity
Pin:Pin
Center Span
=
20.00
ft
Beam Width
= 6.750
in
Elastic Modulus =
1800000
psi
Left Cantilever
=
0.00
ft
Beam Depth
= 18.00
in
Beam Density =
35.0
pcf
Right Cantilever
=
0.00
ft
.Lamination Thickness
= 1.50
in
Load Duration Factor =
1.25
UNBRACED LENGTHS
Fb - Bending
2400
psi
Beam Wt. is Added to loads
Le : Center Span
1.33
ft
Fv - Shear
= 165
psi
End Shear Catc'd at Support
Le : Left Cant.
0.00
ft '
Fc - Bearing
= 650
psi
Le : Right Cant.
0.00
ft
APPLIED LOADS
Uniform Load a Center
Span: DL =
420.0
plf LL = 622.0 plf
Trapezoidal Load: Dl:.
75.Optf a
lft,
75.Oplf a rt LL: 240.Oplf
a lft,
240.OpLf a rt.from. 0.00
ft to 14.67 ft
SUMMARY
USING 6.750 x 18.000
Beam, Bending = 81.72%, Shear = 81.66%
Max. Pos Mom a 9.84
ft- 67.11
k -ft
Shear: Max. a Left. =
13.64.k
Reactions...
DL
Maximum
Max. Neg Mom a 0.00
fv 0.00
k -ft
....used for dsgn =
20.46
k
Left
5.19 k-
..13.64
k
Max a Left
= 0.00
k -ft
....Area Req'd =
99.21
in2
Right =
4.90 k
12.41
k
Max .a Right
= 0..00
k -ft'
Max. a Right -
12.41
k
-
--
Max. Allow Moment
= 82.12
k -ft
....used for dsgn =
18.62
k
Deflections...
fb : Max. Actual ,•_._
= 2209.3
psi
....Area Req'd =
90.26
in2
Center _. .-0.31,i_n....
-0.81
in
_
Fb Allowable
= 2703.6
psi
fv : Max. Actual =
168.41
psi
....Dist =
10.00 ft
9.920
ft
Fv : Allowable _
206.3
psi
...L/Deft =
768 - .
----295
Ck = .811(E/Fb)-.5
19.87
Left
0.00 in
0.000
in
Cs ='(LeD/B-2)".5
4.85
Bearing Req'd a Left =
.3.11
in
...L./Deft
0
0
Cv per UBC 2312.4.5
= 0.90
Bearing Req'd a Right =
2.83
in
Right =
0.00 in
0.000
in
-- _---
_--
... L/Def l =
0...-.
0
V4.4C1 (c) 1983-96 ENERCALC. MICHAEL MOONEY, KW -0601576
i t ':a ..:.4 a
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 C:F=1R
Project Title.......... BJORK HOME Date........ 05/18/98
Project Address........ JACKHILL DRIVE * **------------------
OROVILLE *v4.50* 1. 9 - aed % ;
Documentation Author... WILLIAM H. FOX ****** ; Bu ldinq Permit -
Fox Company fp"
3995 Olive Hwy. ; Plan Check / Date
Oroville, CA 95966 Is
916-533-2730 1 Field Check/ Date
Climate Zane........... 11 ---------------------
Compliance Method...... MICROPAS4 v4.50 for 1.395 Standards by Enercomp, Inc.
MIC:ROPAS4 v4.50 File-BJK3661 Wth-lTZ11S92 Program -FORM CF -1R
User#-MP1809 User -Fox Company Run -CUSTOM HOME
------------------------------------•--------------------------------------------
Component
Type
Wall
Wall
Roo f
Door
SlabEdge
SlabEdge
SlabEdge
SlabEdge
F1 o it
F1 oorExt
GENERAL INFORMATION
-------------------
Conditioned Floor Area...... 3661 sf
Building Type.............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 110 deg (E)
Number of Dwelling Units... 1
Number of Stories.......... 3
Floor Construction Type.... Praised Floor
Glazing Percentage............. 13.4 % of floor area
Average Glazing U -value.... 0.4 Btu/hr-sf-F
Orientation ---
Window Front
Door
BUILDING SHELL INSULATION
Window
Front
Frame
-------------------------
Cavity
Sheathing
'Instil
Assembly
Front
Window
Type
R -value
R -value
R -value
U -value
Location/Comments
--------
--------
--------
-------
-------
----------------•--•------'«
Woad
R-17.8
R-0
R-17.8
0.065
Outside, garage
`.
Garage, Outside
n/a
R•-0
R-n/a
R-0
0.000
Outside, outside
r,zZ
Wood
R-11
R-19
R-30
0.031
Attic
n/a
R-0
R -n / a
R-0
0.330
Solid Woc nd
n/a
R-0
R-n/a
R-0
0.720
n/a
R-0
R-n/a
R-0
0.900
n/a
R-0
P•.-n/a
R-0
0.500
n/a
R-0
R-n/a
R-0
0.550
Wood
R-19
R-0
R--19
0.037
Woad
R-19
R-0
R-19
0.018
Orientation ---
Window Front
Door
Front
Window
Front
Window
Front
Window
Front
Window
Front
Window
Front
Window
Front
Door
Left
FENESTRATION
------------
# of Interior Over -
Area U- Pan- Shading/ Exterior hang/ Framing
--- -'--�
Value es Description Shading - Fins Type
�----- ----------------------------- ---- ---.-.--•-•--
(E) X40.0 0.400 .2 Drapes.Std Nene 01 Yes Vinyl
(E) -42.0 0.400 2 Drapes.Std NonYes Vinyl
(E) X40.0 0.400 Drapes.Std Nine _�_; � Yes Vinyl
(E) /5.0 0.400 2 Drapes.Std cane Yes Vinyl
(E) ��.0 0.400 Drapes.S � . #None None Vinyl
(E) 0.0 0.400 2 Drape .yµ4 „ - e� Yes Vinyl
�:E) � 0. 0 0. 400 2 Dra es.f', �
p d. �e Yes Vinyl
(E) '"3.0 0.400 Dr �, d� Nene Yes Vinyl
Dr a esJtx None Nene Vinyl ,��
' CER'TIFICATE OF
COMPLIANCE:
RESIDENTIAL
Page 2
Thermostat.
CF -1R
Project
Pro.ject
Title..........
R --value
BJORK HOME
------------------------------
Date........
Attic
05/18/98
i MIC:ROPAS4
v4.50
File-BJk.3661
Wth-CTZ11S92
Program -FORM
CF -1R
Furnace
-------------------------------------------------------------------------------
Crawlspace
User#-MP1809
User -Fox Company Run
-CUSTOM HOME
10.00 SEER
;
R-4.2
Setback:
FENESTRATION
------------
# of
Interior
Over -
Area
U-
Pan-
Shading/
Exterior
hang/
Framing
Orientation
-------------------
(sf)
Value
es
Description
Shading
Fins
Type
Window
Left
(S)
-----
-000
-----
0.400
----
2
---------------
Drapes.Std
-----------
None
----
None
---------
Vinyl
Door
Back
(W)
0.0
0.400
2
Drapes.Std
Nome
Yes
Vinyl
Window
Bach::
(W)
.0
0.400
2
Drapes.Std
Nene
Yes
Vinyl
Window
Back
(W)
-T.-).5
0.400
2
Drapes.Std
Nome
Nona
Vinyl
Window
Back
(W)
VIA
0.400
2
Drapes.Std
Nene
None
Vinyl
Window
Baca
(W)
_'4.0
0.400
2
Drapes.Std
None
Yes
Vinyl
Window
Fright
(N)
-21.0
0.400
2
Drapes.Std
Nene
None
Vinyl
Window
Right
(N)
-21.0
0.400
2
Drapes.Std
Nene
None
Vinyl
Window
Fright
(N)
"12.0
0.400
2
Drapes.Std
Nome
None
Vinyl
Window
Right
(N)
-16.0
0.400
2
Drapes.Std
None
None
Vinyl
Window
Right
(N)
—40.0
0.400
2
Drapes.Std
Nene
None
Vinyl
Window
Right
(N)
--6.0
0.400
2
Drapes.Std
Nene
None
Vinyl
Window
Right
(N)
-20.0
0.400
2
Drapes.Std
None
None
Vinyl
Window
Right
(NE)
�7.0
0.400
2
Drapes.Std
Nene
Yes
Vinyl
Window
Front
(SE)
/F.0
0.400
2
Drapes.Std
None
Yes
Vinyl
THERMAL MASS
Area Thickness
Type Exposed (sf) (in) Location/Comments
-------------------------- --------------- ---------------------
S1abOnGrade Yes 291 3.5 Exposed
S.l abOnGr ade No 681 3.5 Covered
HVAC SYSTEMS
WATER HEATING SYSTEMS
---------------------
Number
in
Tank Type Heater Type Distribution Type System
------------ ----------- ------------------- ------
Storage Gas Standard 1
Tank: External
Energy Size Insulation
Factor (gal) R -value
0.60 EF 50 R-0
Minimum
Duct
Duct
Thermostat.
Equipment Type
Efficiency
Location
R --value
Type
Furnace
0.800 AFUE
Attic
R-4.2
Setback:
ACSplit
10.00 SEER
Attic
R-4.2
Setback.
Furnace
0.800 AFUE
Crawlspace
R-4.2
Setback:
ACPack:age
10.00 SEER
Crawlspace
R-4.2
Setback:
WATER HEATING SYSTEMS
---------------------
Number
in
Tank Type Heater Type Distribution Type System
------------ ----------- ------------------- ------
Storage Gas Standard 1
Tank: External
Energy Size Insulation
Factor (gal) R -value
0.60 EF 50 R-0
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 3
CF -1R
Project Title........... BJORK HOME
Date........
05/18/98
MICROPAS4 v4.50 File-BJK3661 Wth-CTZ11S92 Program -FORM C:F-1P,
User#-MP1809 User -Fax Company Run -CUSTOM HOME
-------------------------------------------------------------------------------
SPECIAL FEATURES/REMAR.kS
------------------------
COMPLIANCE' STATEMENT
This certificate of complianc=e lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of the
California Cede 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.
DESIGNEE' or OWNER
Name.... DON BJORK
Company. BJORK CONSTRUCTION
Address. 44800 OSGOOD RD.
FREMONT CA. 94939
Phone...
License. B-535921
S.i gned . .
(date)
ENFORCEMENT AGENCY
Name.. .
Title...
Agency..
Phone...
Siq_ned..
(date)
DOCUMENTATION AUTHOR
Name.... WILLIAM H. FOX
Company. Fox Company
Address. 33995 Olive Hwy.
Or c �v i 1 1 e, CA 95966
Phone... '316-533-2730
Signed. ��
/ /., A. dA e
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R
Project Title.......... BJORK HOME Date.......... 05/18/98
Project Address........ JACKHILL DP.IVE *** ---------------------
OROVILLE *v4.50* t ;
Documentation Author... WILLIAM H. FOX ******* Building Permit #
Fox Company ;
3995 Olive Hwy. Plan. Check / Date
Or ov i l l e, CA 95966 ;
916-533-273G ; Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc.
MICROPAS4 v4.50 File-BJK3661 Wth-CTZ11S92 Program -FORM MF -1R
User#-MP1809 User -Fox Company Run -CUSTOM HOME
-------------------------------------------------------------------------------
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 Complianc=e. When this c=hecklist 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
Desiqn- Enforce-
*150(a): Minimum R-19.ceiling insulation.
er men
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 P.-13 raised floor insulation in framed floors;
minimum R-8 in concrete raised floors.
150(i): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
perm/inch.
118: Insulation specified or installed meets CEC quality
standards. Indicate type and form.
116-17: Fenestration Produc=ts, Exterior. Doc yrs and Infiltration/
exfiltration controls
a. Doers 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(8): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply.with
Seo. 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 c=ontrol
c. Flue damper and control
,
2. No continuous burning gas pilots allowed.
MANDATORY MEASURES
CHECKLIST:
RESIDENTIAL
Page 2
MF -1R
Pro.ject Title ........... BJORK
HOME
------------------
Date........
05/18/98
MICROPAS4 v4.50 File-BJK3661 Wth-CTZ11S92 Program -FORM MF -1P,
User#-MP1809 User -For. Company Run -CUSTOM HOME
-------------------------------------------------------------------------------
SPACE CONDITIONING, WATER,' HEATING AND PLUMBING SYSTEM MEASURES
---------------------------------------------------------------
Design- Enforce-
er ment
110-13: HVAC: equipment, water heaters, showerheads and faucets
certified by the CEC.
150(1): Setback thermostat on all applicable heating systems.
150(.j): Pipe and Tank insulation
1..Indirect hot water tanks (e.g., unfired storage tanks or
backup -solar hot water tanks) have insulation blanket (R-12
or greater) or combined interior/exterior insulation (P,-16
or greater).
2. First 5 feet of pipes closest to water heater tank, non-
recircul.ating 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 indirec=t
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 din=ts 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 ac=cessible, manually
operated dampers.
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instruc=t ions, 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 C autdoor spa.
3. Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnace, pool heater, spa heater or
household cooking appliance have no continuously burning
pilot light (Exception: Non -electrical cooking appliance
with pilot < 150 Btu/hr.).
LIGHTING MEASURES
Design- Enforce-
er ment
150(k): 40 lumens/watt or greater for general lighting in
kitchens and rooms with. water c=losets; and recessed ceiling
fixtures IC: (insulation cover) approved.
COMPUTER, METHOD SUMMARY
Standard
Page 1
C -2R
Project Title..........
BJORK HOME
Date.........
05/18/98
Project Address........
JACKHILL DRIVE
---------------------
---------- _
3.05 =
= Space Cooling ..........
OROVILLE
*v4.50*
2.50 =
Documentation Author...
WILLIAM H. FOX
******* ; Building Permit # ;
0.9 =
Fox Company
32.90
'
5.84 =
3995 Olive Hwy.
; Plan Check
/ Date ;
Or ov i l l e, CA 95966
;
;
916-533-2730
; Field Check/
Date ;
Climate Zane...........
it
-------------------•---
Compliance Method......
MICROPAS4 v4.50 for 1995
Standards by Enercomp,
Inc.
MIC:ROPAS4 v4.50
File-BJK3661 Wth-CTZ11S9
Program -FORM C - 2R
User#-MP1809
------------------------------------------------------
User -Fox Company
Run -CUSTOM HOME
--------------------------
MICROPAS4 ENERGY USE SUMMARY
- Energy Use
Standard
Proposed
Compliance =
= (kBtu/sf-yri
_---------------------------------
Design
Design
Margin =
- Space Heating..........
14.57
----------
11.52
---------- _
3.05 =
= Space Cooling ..........
11.19
8.69
2.50 =
- Water Heating..........
7.14
6.85
0.9 =
= Total
32.90
27.06
5.84 =
- *** 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 Glazing U -value....
Average Ceiling Height.....
3661 sf
Single Family Detached
New
Front Facing 110 deg (E:)
1
3
ReducedYear
Raised Floor
2
33836 cf
1990 sf
1460 sf
972 sf
13.4 % of floor area
0.4 Btu/hr-sf-F
9.2 ft
COMPUTER.
METHOD SUMMARY
Page 2
C -2R
Project
Title.......... BJORK HOME
Date........
05/18/98
MIC:ROPAS4 v4.50 File-BJK3661 Wth-CTZ11S92 Program -FORM C -2R
User#-MP1809 User -Fox Company Run -CUSTOM HOME ;
--------------------------------------------------------------------•-----------
BUILDING ZONE INFORMATION
Length
Surface (ft)
ZONE 2
18 S1abEdge 89
19 S1abEdge 7
20 S1abEdge 14
21 S1abEdge 17
PERIMETER LOSSES
----------------
F2 Insul Solar
ar
Factor R-val Gains Location/Comments
0.720 R-0 No
0.900 R-0 No
0.500 R-0 No
0.550 R-0 No
Floor mor
# of
Vent Special
Area
Volume
Dwell
Cond-
Thermostat
Height Vent Area
Zone Type
--------------
(sf)
---------
---------
(cf)
Units
itioned
Type
(ft) (sf)
ZONE 1
-----
-------
------------
------ ---------
Residence
2689
26060
0.73
Yes
Setback:
8.0 n/a
ZONE 2
Residence
972
7776
0.27
Yes
Setback
8.0 n/a
OPAQUE SURFACES
Area
U-
---------------
Insul
Act
Solar
Form 3
Location/
ion/
Surface
(sf)
value
R-val
Azm Tilt
Gains
Reference
Comments
ZONE 1
1 Wall
213
0.065
17.8
110
90
Yes
W.19.2X6.16
Outside
2 Wall
35
0.065
17.8
110
90
Yes
W.19.2X6.16
Outside
5 Wall
442
0.065
17.8
200
90
Yes
W.19.2X6.16
Outside
8 Wall
466
0.065
17.8
290
90
Yes
W.19.2X6.16
Outside
9 Wall
203
0.065
17.8
290
90
Yes
W.19.2X6.16
Outside
11 Wall
635
0.065
17.8
20
90
Yes
W.19.2X6.16
outside
13 Wall
17
0.065
17.8
65
90
Yes
W.19.2 %.16
outside
14 Wall
17
0.065
17.8
155
90
Yes
W.19.2X6.16
outside
15 Roof
2017
0.031
30
n/a
0
Yes
8.30.2X4.24
Attic
16 Door
20
0.330
0
110
90
Yes
Nene
Solid Wood
22 Floor
488
0.037
19
110
90
No
FC. 19.2%. 16
23 F1oorExt
530
0.048
19
110
90
No
FX.19.2XB.16
ZONE '
3 Wall
191
0.000
0
110
90
No
None
Outside
4 Wall
44
0.065
17.8.
110
90
No
W.19.2X6.16
garage
6 Wall
178
0.065
17.8
200
90
No
W.19.2X6.16
Garage
7 Wall
32
0.065
17.8
200
90
Yes
W.19.2X6.16
Outside
10 Wall
256
0.000
0
290
90
No
Nene
Outside
12 Wall
136
0.000
0
20
90
No
Nene
outside
17 Door
18
0.330
0
200
90
No
Nene
Solid id Wo •d
Length
Surface (ft)
ZONE 2
18 S1abEdge 89
19 S1abEdge 7
20 S1abEdge 14
21 S1abEdge 17
PERIMETER LOSSES
----------------
F2 Insul Solar
ar
Factor R-val Gains Location/Comments
0.720 R-0 No
0.900 R-0 No
0.500 R-0 No
0.550 R-0 No
COMPUTER
METHOD SUMMARY
Page 3
C -2R
Project
Title.......... BJORK HOME
Date........
05/18/98
MIC:ROPAS4 v4.50 File-BJK3661 Wth-CTZ11S9' Program -FORM C -'R
User#-MP1809 User -Fox Company Run -CUSTOM HOME
--------------------------------------------------------------------------------
FENESTRATION SURFACES
OVERHANGS AND SIDE FINS
-----------------------
---Window-- ------Overhang----- ---
Area Left Rght
Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext
ZONE 1
0
n/a
# of
1
Vent
40.0
6.67
6.0
SC
Sc
Interior
7.0
6.0
Area
Pan-
Frame
Open
U-
Act
Window
Glass
Int
Shading/
Surface
-----------
tsf7
es
Type
Type
value
Azm
Tlt
Only
Shade
Description
ZONE 1
-----
----
---------
------
-----
---
---
----
----
-------------=---
1
Window
40.0
2
Vinyl
Fixed
0.400
110
90
0.88
0.78
Drapes.Std
7
Door
42.0
2
Vinyl
Slider
0.400
110
90
0.88
0.78
Drapes.Std
3
Window
40.0
2
Vinyl
Fixed
0.400
110
90
0.88
0.78
Drapes.Std
4
Window
5.0
2
Vinyl
Fired
0.400
110
90
0.88
0.78
Drapes.Std
5
Window
13.0
2
Vinyl
Slider
0.400
110
90
0.88
0.78
Drapes.Std
9
Door
40.0
2
Vinyl
Slider
0.40000
n/a
90
0.88
0.78
Drapes.Std
10
Window
16.0
2
Vinyl
Slider
0.400
200
90
0.86
0.78
Drapes.Std
11
Door
40.0
2
Vinyl
Slider
0.400
290
90
0.88
0.78
Drapes.Std
12
Window
6.0
2
Vinyl
Slider
0.400
290
90
0.88
0.78
Drapes.Std
13
Window
12.5
2
Vinyl
Fixed
0.400
290
90
0.88
0.78
Drapes.Std
14
Window
12.5
2
Vinyl
Fixed
0.40090
90
0.88.0.78
Drapes.Std
15
Window
24.0
2
Vinyl
Slider
0.400
290
90
0.88
0.78
Drapes.Std
16
Window
21.0
2
Vinyl
Slider
0.400
20
90
0.86
0.78
Drapes.Std
17
Window
21.0
2
Vinyl
Slider
0.400
20
90
0.88
0.78
Drapes.Std
18
Window
12.0
2
Vinyl
Slider
0.400
20
90
0.88
0.78
Drapes.Std
19
Window
16.0
2
Vinyl
Slider
0.400
20
90
0.88
0.78
Drapes.Std
20
Window
40.0
2
Vinyl
Slider
0.400
20
90
0.88
0.78
Drapes.Std
:1
Window
6.0
2
Vinyl
Slider
0.400
20
90
0.88
0.78
Drapes.Std
22
Window
20.0
2
Vinyl
Slider
0.400
20
90
0.88
0.78
Drapes.Std
23
Window
7.0
2
Vinyl
Slider
0.400
65
90
0.88
0.78
Drapes.Std
4
Window
7.0
2
Vinyl
Slider
0.400
155
90
0.88
0.78
Drapes.Std
ZONE '2
6
Window
20.0
2
Vinyl
Slider
0.400
110
90
0.88
0.78
Drapes.Std
7
Window
20.0
2
Vinyl
Slider
0.400
110
90
0.88
0.78
Drapes.Std
8
Window
9.0
2
Vinyl
Slider
0.400
110
90
0.88
0.78
Drapes.Std
OVERHANGS AND SIDE FINS
-----------------------
---Window-- ------Overhang----- ---
Area Left Rght
Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext
ZONE 1
0
n/a
n/a
1
Window
40.0
6.67
6.0
2
Door
42.0
7.0
6.0
3
Window
40.0
6.67
6.0
4
Window
5.0
5.0
1.0
11
Dear
40.0
6.67
6.0
12
Window
6.0
3.0
2.0
15
Window
24.0
4.0
6.0
23
Window
7.0
3.33
2.0
24
Window
7.0
3.33
2.0
ZONE '2
2.0
0
n/a
6
Window
20.0
4.0
5.0
7
Window
20.0
4.0
5.0
8
Window
9.0
3.0
3.0
Left Fin--- ---Right Fin--
Dpth Hght Ext Dpth Hght
.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2.0
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5
0
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
COMPUTER METHOD SUMMARY Page 4 C -'R
Project Title.......... BJORK HOME Date ....... 4 00/18/38
M I C:ROPAS4 v4.00 File-BJK3661 Wt h-CTZ 11 S32 Program -FORM C: -2R ;
User#-MP1803 User -Fox Company Run -CUSTOM HOME
---•------•----------------------------------------------------------------------
THERMAL MASS
System Type
ZONE 1
Furnace
AC:Sp 1 i t
ZONE '
Furnace
ACPacgage
Tangy; Type Heater
------------ ------
1 Storage Gas
HVAC SYSTEMS
------------
Minimum Duct Duct Duct
Efficiency Location R -value Efficiency
0.800 AFUE Attic R-4.'
10.00 SEER Attic R-4.2
0.800 AFUE Crawlspace R-4.
10.00 SEER Crawlspace R-4.
WATER HEATING SYSTEMS
---------------------
Number
in Energy
Type Distribution Type System Factor
----------------------- ------ --------
Standard 1 0.60
SPECIAL FEATURES/REMARKS
Tank:
Area
Thick
Heat
Conduct-
Surface
Mass Type
---------------
(sf)
------
(in)
-----
Crap
-----
ivity
--------
R -value Location/Comments
ZONE i
-------- --------------------------
1 S1abOnGrade
231
3.5
28.0
0.98
R-0.0 Exposed
2 S1abOnGrade
681
3.5
28.0
0.98
R-2.0 Covered
System Type
ZONE 1
Furnace
AC:Sp 1 i t
ZONE '
Furnace
ACPacgage
Tangy; Type Heater
------------ ------
1 Storage Gas
HVAC SYSTEMS
------------
Minimum Duct Duct Duct
Efficiency Location R -value Efficiency
0.800 AFUE Attic R-4.'
10.00 SEER Attic R-4.2
0.800 AFUE Crawlspace R-4.
10.00 SEER Crawlspace R-4.
WATER HEATING SYSTEMS
---------------------
Number
in Energy
Type Distribution Type System Factor
----------------------- ------ --------
Standard 1 0.60
SPECIAL FEATURES/REMARKS
Tank:
External
Size
Insulation
(gal)
------
R -value
00
----------
R-0
HVAC SIZING
Page 1
HVAC
Project Title...........
BJORK HOME
Date........
05/18/98
Project Address........
JACKHILL DRIVE
----------------
OROVILLE
*v4.50* f
11
Documentation Author...
WILLIAM H. FOX
******* Building Permit #
Fox Company
Is
;
3995 Olive Hwy.
1 Plan Check;
/ Date
Orovi11e, CA 95966
11;
916-535-2730
: Field Check/ Date
Climate Zane...........
11
-------------•------.---
Compli.ance Method......
MICROPAS4 v4.50 for 1995
Standards by Enercomp,
Inc.
MICROPAS4 v4.50
File-BJK3661 Wth-CTZ11S92
Program -HVAC: SIZING
User#-MP1809 User -Fox Company Run
----------------------------------------------------------.---------------------
-CUSTOM HOME
GENERAL INFORMATION
-------------------
Flog 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.......
3661 sf
33836 cf
Front Facing
OROVILLE
39.5 degrees
30 F
70 F
104 F
78 F
37 F
Yes
No
Yes
0.30
HEATING AND C00LING LOAD SUMMARY
--------------------------------
110 deg (F-:)
Heating Cooling
Description (Btuh) (Stub)
---------------------------------------------------------
Opaque Conduction and Solar...... 14128 7010
Glazing Conduction ............... 7840 5096
Glazing Solar .................... n/a 11227
Infiltration ..................... 19246 790'
Internal Gain .................... n/a 2550
Ducts ............................ 41:1 3187
Sensible Load .................... 45336 3697'
Latent Lead ....... :.............. n/a 11092
----------------------
Minimum Total Load 45336 48064
Note; The l meads. 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.
HVAC SIZING Page 2 HVAC
Project-
--------------------------------------------------------------------------------
Pro.ject Title.......... WORK HOME Date........ 05/18/98
MICROPAS4 v4.50 File-HJK3661 Wth-CTZ11S92 Program -HVAC SIZING
User#-MP1809 User -Fox Company Run -CUSTOM HOME
--------------------------------------------------------------------------------
HEATING AND COOLING LOAD SUMMARY by ZONE
----------------------------------------
ZONE 'ZONE 1'
Floor Area .... :.................. 2689 sf
Volume ........................... 26060 cf
ZONE 'ZONE 21
Floor Area ....................... 97: sf
Volume........ a .................. 7776 cf
Heating
Cooling
Description
---------------------------------
(Btuh)
(Btuh:)
Opaque Conduction and Solar......
-----------
9800
-----------
6631
Glazing Conduction ...............
7056
4586
Glazing Solar ....................
n/a
10797
Infiltration .....................
14823
6086
Internal Gain ....................
n/a
1862
Duets ............................
3168
2996
Sensible Load ....................
34847
32957
Latent Load ............. .......
n/a
9887
Minimum Zane Load
34847
42844
ZONE 'ZONE 21
Floor Area ....................... 97: sf
Volume........ a .................. 7776 cf
Heating
ing
Cooling
Description
(Dtuh)
(Btuhi
Opaque Conduction and Solar ......
4328
379
Glazing Conduction . . . . . . . . . . . . . . .
784
510
Glazing Solar....................n/a
430
Infiltration .....................
4423
1816
Internal Gain ....................
n/a
689
Ducts..........., .................
954
191
Sensible Lead ....................
10489
4015
Latent Load... ...................
n/a
1204
Minimum Zane Load
-----------
10489
-----------
5219
LAND DEVELOPMENT
BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE BuadingPermltNo. 9F- 06 <, 7
DEED INFORMATION:
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO .
COMMENTS/CONDITIONS:
MAP INFORMATION:
�'_eL'� 2z( 0c.,1 Esc^TES Ur141T 40 -
DATE OF RECORDING 2 7 LOT 3 c.) BOOK 6 �f PAGE J — fa
COMPLIANCE WITH OLD SUBDIPEION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): .YES y 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 BUILDING DIVISION UNLESS OTHERMSE NOTED.
X1. Maintain a 50 ft. building setback from centerline of road.
_ 2. Maintain a ft.building setback from right-of-way/centerline of
3. , Comply with Zoning code for building setback from road.
_ 4. Maintain a 100 ft. Ieachfield setback from all existing wells.
5. Maintain a ft. Ieachfield setback from
_ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
_ 8. Connect to a public water supply.
9. Connect to a public sewer system.
10. 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.
11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
_ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
- Uv �t L O F6P— LOCA11 oils o r
NAME:
110
r
' -e t�
NUMBER:
PRINT LAS`
ME RBST
COUNTY ZONING
,` r/
3 g
DESIGNATION:
FLOOD ZONE:
FLOOD MAP:
APPROVED:
CONDITIONALLY APPROVED:
RESOLVE PROBLEM,S?RIOR TO APPROVAL:
PARCEL CREATION BY DEEDS
OR MAP
DEED INFORMATION:
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO .
COMMENTS/CONDITIONS:
MAP INFORMATION:
�'_eL'� 2z( 0c.,1 Esc^TES Ur141T 40 -
DATE OF RECORDING 2 7 LOT 3 c.) BOOK 6 �f PAGE J — fa
COMPLIANCE WITH OLD SUBDIPEION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): .YES y 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 BUILDING DIVISION UNLESS OTHERMSE NOTED.
X1. Maintain a 50 ft. building setback from centerline of road.
_ 2. Maintain a ft.building setback from right-of-way/centerline of
3. , Comply with Zoning code for building setback from road.
_ 4. Maintain a 100 ft. Ieachfield setback from all existing wells.
5. Maintain a ft. Ieachfield setback from
_ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
_ 8. Connect to a public water supply.
9. Connect to a public sewer system.
10. 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.
11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
_ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
- Uv �t L O F6P— LOCA11 oils o r
_ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
14. 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. Peynmw to be made to the PAwm* g Divis+ -
_ 15. 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.
_ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 17. Pay school impact mitigation fees.
X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte
County Code.
_ 19. 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.
20. 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.
21.
22.
23.
24
25.
'26.
wa 1NYM013A34 4NVI
3109 :10 UNI100
8661 1 Z ddd.
a3A13M
LD 7/96
C:\WP51\F0RMS.K\8LDGPERM.CLR
PERMIT NO: 9-98
Lake Oroville Area Public Utility District
1960 E4rin street
OROVILLE, CALIFORNIA 95966
533-2000
DISTRICT APPROVAL AND
VERIFICATION OF INSPECTION
BUILDING SEWERS
This verification form must be submitted to the.Butte County Department of Public
Works Building Department prior to issuance of a building or occupancy permit,
whichever is applicable.
Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy
of this verification form, signed off by Lake Oroville Area Public Utility District, must
be submitted to Butte County.
Date: April 27, 1998
Applicant: DONALD WORK (Jim Tiehm)
Applicant Address: 4480 Osgood Rd., Fremont, CA 94539
Applicant Phone No.: 589-1529
Property Location (S): 6215 Jack Hill Drive
Kelly Ridge Estates - Unit 4C - Lot 393
A. P. No. (s): 69-30-44
Fees due: No fees due.
A 1
Application for service approved:
LAKE OROVILLE AREA
PUBLIC UTILITY DISTRICT
Inspection(s) made and successful test(s) observed:
Location:
M
Date:
Lake OroVille Area Public Utility District release to close permit:
Date: By:
T��� ' =
U�u
Rlwuld�o =
I'VJS I.RyR6�l
I X (err r
3,2 OLS 20'
1.0
2.S
I.�
vc
2I� 1 Z `ala Z s ca tocc .' Q v-- Q�—FIE�f. 2x 125 \2�c,-
AI-
-� � talo = � , � ... ........... ..... . .
- -- -. s" Iron ryujuw,� .
cl
JQROFES-Sll ._.
FOF CAL�FO�
QS
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
-
5A MADRONE AVE
OROVILLE', CA 95966
Date: 03/16/98
-.Pages
TIMBER JOIST...& RAFTER
DESIGN
- -- -
DESIGN DATA
1
2
3 - -
Timber Section
2X12
2X12
4X14 "
....Depth
in :
11.25
11.25
13.25
....Width
in :
1.50
1.50
3.50
Le: Unsupp
ft :
2.00
2.00
0.00
Fb- ALlow
psi :
1005.00
1005.00
1350.00
Fv- Allow
psi
95.00
""95.00 •
85.00
Elastic Mod.
ksi :
1600.00
1600.00
1600.00
Load Duration Factor
1.25
1.25
1.25
Stress Ratio
->>
0.90
0.68
0.89
CENTER SPAN
-OK-
-OK-
-OK-
Span Length
ft
22.00
22.00
9.25 - - -
Uniform DL
plf
27.00
20.00
460.00
LL
plf
21.00
16.00
368.00
RESULTS
Mmax a Cntr
k -in :
34.85
26.14
106.27
X -Dist
ft :
11.00
11.00
4.62
REACTIONS
Left: Dead Load
# :
297.00
220.00
2127.50
Live Load
# :
231.00
176.00
1702.00
Right: Dead Load
# :
297.00
220.00
2127.50
Live Load
# :
231.00
176.00
1702.00
.STRESSES
-OK-
-OK-
-OK-
Fb.. Allow
psi :
1220.3
1220.3
1687.5
Fb.. Actual
psi :
1101.4
826.0
1037.7
Fv.. Allow
psi :
118.75
118.75
106.25
Fv.. Actual
psi :
43.18
32.38
94.14
DEFLECTIONS
Center... Dead Load
in :
-0.500
-0.370
-0.070
X -Dist
ft :
11.00
11.00
4.62
DL Ratio
528
713
.1590
_
Live Load
in :
-0.389
-0.296
-0.056
X -Dist
ft :
11.00
11.00
4.62
LL Ratio
679
892
1988
Total DefL
in :
-0.888
-0.666
-0.126
X -Dist
ft :
11.00
11.00
4.62
Ratio
297
- 396
884
V4.4C1 (c) 1983-96 ENERCALC
MICHAEL MOONEY, KW -0601576
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SAY
SO LA— to L(l (.A t
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE,-_CA .95966
CANTILEVERED RETAINING WALL DESIGN
Date: 03/23/98
Page: S
WALL &...FOOT.I.NG•-DATA
1020.9
VERTICAL
LOADS
0
0
LATERAL
.LOADS..
0
0
Retained Height =.
7.00
ft
Axial DL on Stem
=
500
plf
Lateral Load Acting on
Sloped Soil a Heel =
0
0
Wall Ht. above Soil =
1.50
ft
Axial DL on Stem
- 0.0
1386
plf
Stem Above SoiC_""
0.00
"0.00
psf
Toe Width _
..1..75
ft
.....Eccentricity
,....
-•1..25
in
AWL lateral Load
=
0.00
plf
Heel Width =
2.25
ft
Surcharge over Toe
=
50.0
psf
Dist to Load Start
=
0.00
ft
Total Footing Width
4.00
ft
Surcharge over Heel
766.5--
0.0
psf
Dist to Load End
=
0.00
ft
Footing Thickness----- =
12:00
in
Note: Toe Surcharge
Resists
Overturning
2.00
......
0
0
Key Depth =
0.00
in
Vertical Component
of Active Pressure
0
Key Width =
0.00
in
SOIL DATA
Totals =
983.0 #
ADJACENT
FOOTING
3078.0 #
Toe to Key Dist. =
0.00
ft
Allowable Bearing
=
2000
psf
Vertical Load
=
0.04.
SLIDING CHECK
Active Lateral
=
30.0
pcf
Load Eccentricity
0.00
in
Ftg/Soil Friction =
0.35
.....Max Press.
0.0
pcf
Footing Width
=
0.00
ft
,Soil to Neglect-•
0.00
in
.....Slope Press.
=
0.0
pcf
-Ftg. CL to Wall
0.00
ft
Lateral Pressure =
1003
#
Backfill Slope
=
5.0
:1
Vert. Position of Ftg.
- Passive Pressure =
506
#
Passive Press.
400.0
pcf
...Above/Below:[+/-]
0.0
ft
-'Friction =
1077
#
Soil Density
100.0
pcf
Spread Footing
?
No
Add'l Force Required =
0.0
#
Soil Ht over Toe
=
2.00
in
SUMMARY
FOOTING DESIGN
Pressure a Toe =
1349.0
psf
Soil Press. Mult.
Toe
Heel
f'c
=
2500
psi
Pressure a Heel =
780.8
psf
By ACI Eq 9-1 =
2020
1169
psf
Fy
=
40000
psi
Allowable Press.
2000
psf
Mu -Upward =
2904
983
ft-#
Min. As Percent
=
0.0014
Ecc. of resultant =
2.13
in
Mu -Downward
464
1382
ft-#
Omit SP Under Heel
?
No
Max. Shear a Toe =
16.40
psi
Mu -Design =
2439
-399
ft-#
Toe Heel
Max. Shear a Heel =
-0.00
psi
One -Way Shear:
# 4 a 16.81
15.04
in o/c
Allow. Ftg Shear =
85.00
psi
Actual =
16.4
0.0
psi
# 5 a 26.05
23.31
in o/c
Factors of Safety:
Allowable
85.0
85.0
psi
# 6 a 36.97-
33:08
in o/c
Overturning
2.89
:1
Cover over Rebar =
3.50
2.50
in
# 7 a 48.00
45.11
in o/c
Sliding =
1.58
:1
'd'
8.50
9.50
in
# 8 a 48.00
48.00
in o/c
Ru = Mu/bd_2 =
37.5
4.9
psi
# 9 @ 48.00
48.00
in o/c
SUMMARY OF FORCES
& MOMENTS
Overturning
Moments
Resisting Moments
Origin of Force...
#
ft ft-#
#
ft
ft-#
Active Soil Press.
1020.9
2.75
2807.6
0
0
Soil over Heel =
0
0
0
875.0
3.38
Soil over Toe
-20.4
0.39
-7.9
29.2
0.88
Sloped Soil a Heel =
0
0
0
15.6
3.58
Adjacent Ftg.-L-oad-- " _
- 0.0
0.00
0.0
0.0
0.00
Surcharge Over Heel =
0
0
0
0.0
0.00
Surcharge over Toe =
-17.5
0.58
-10.2
87.5
0.88
Axial Load on Wall =
0
0
-52
500.0
2.25
Load a Proj. Wall =
0.0
0.00
0.0
0
0
Averaged Stem Wts.
0
0
0
766.5--
2:16
Added Lateral Load =
0.0
0.00
0.0
0
0
Footing Weight =
0.
0
0.
600.0
2.00
Key Weight
0
0
0
0.0
0.00
Vertical Component
of Active Pressure
0
0
0
204.2
4.00
Totals =
983.0 #
2737.3 ft-#
3078.0 #
Resisting Totals Used For
Soil Pressure
2873.8 #
(Vert. Component of Active
Pressure
Removed)
0
2953.1
25.5
56.0
0.0
0.0
76.6
.1125.0
0
1655-.9--
6-
1200.0
655:96._1200.0
0.0
816.8
7908.8 ft-#
7092.1. ft-#
(continued on next page....)
V4.4C1 (c) 1983-96 ENERCALC - MICHAEL MOONEY;-KW-0601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES_.9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
CANTILEVERED RETAINING WALL DESIGN
(.....continued)
STEM SUMMARY
Top Stem: From 5.00 ft to Top of Wall
B.00in Masonry W/ # 4 a 16,OOin, d= 3.75in
f'm- 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n- 25.78
Solid Grouted, No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = -156.5 <= 521.2ft-H .
Vactual - 0-66-- 19.36psi
Interaction Value = -0.141
Second Stem From 4.00ft to S.00ft
B.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.- 75:OOpsf;--Bar Embed=•12.0in
.Mactual = -61.5 <= 521.2ft-#
Vactual = 1.48 <= 19.36psi
Interaction Value
Third Stem, From 3.00ft to 4.00ft
B.00in Masonry -V-# 4 a 16:OOin, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 123.5 <= 521.2ft-#
Vactual 2:63•<= 19.36psi
Interaction Value = 0.416
Fourth Stem From 2.00ft to 3.00ft
12.00in Masonry w/ N 5 a B.00in, d= 9.00in
f'm= 1500.Opsi, Fs= 18000.0psfi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 118.00psf, Bar Embed= 12.Oin
Mactual = 428.5 <= 3274.4ft-#
Vactual = 2.69 <= 19.36psi
Interaction Value = 0.252
Bottom Stem From O.00ft to 2.00ft
12.00in Masonry w/ # 5 @ B.00in, d= 9.00in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 118.00psf, Bar Embed= 6.Oin
Mactual = 1518.3 <= 3274.4ft-#
Vactual = 5.26 <= 19.36psi
Interaction Value = 0.601
V4.40 (c) 1983-96 ENERCALC
Date: 03/23/98
Page: CQ
VERTICAL STEEL . -
#4's A T 16 "cc
REBAR CENTERED
IN 8" WALL
\.. HORIZONTAL STEEL
#4's AT 24"cc
COMPACT BACKFILL
�j- 12" BLOCK
00
#5OOWELS AT
8"
cc. 8 3/4" CLR
..�39
- - . #4 CONT.
24" 2f' ....
CN
- PROVIDE
#4. CONT
DRAINAGE
"\t]
.... .... V UNDISTURBED GROUND
- - _ - (3) #4's CON.T_.
(2) #4's CONTIN.
3" CLR
#4's AT 15''cc..
48"
7' RETAINING WALL DETAIL
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
Date: 03/24/98 Page: g Ls�a
CANTILEVERED RETAINING WALL DESIGN
6 FOOT FREESTANDING
MASONRY RETAINING WALL 150OPSF SOIL
WALL & FOOTING DATA
735.0
VERTICAL LOADS
1715.0
0
LATERAL
LOADS
Soil over Heel =
0
Retained Height =
6.00
ft
Axial DL on Stem
=
0
plf
Lateral Load Acting on
-5.0
0.0
0.00
Wall Ht. above Soil =
0.50
ft
Axial DL on Stem
=
0
plf
Stem Above Soil
Adjacent Ftg. Load =
0.00
psf
Toe Width =
1.25
ft
....Eccentricity
Surcharge Over HeeL =
0.00
in
Add'L Lateral Load
=
0.00
plf
Heel Width =
2.25
ft
Surcharge over Toe
0.0
0.0
psf
Dist to Load Start
=
0.00
ft
Total Footing Width
3.50
ft
Surcharge over Heel
0.0
0.0
psf
Dist to Load End
=
0.00
ft
Footing Thickness =
12.00
in .
487.5
1.58
771.9
Added Lateral Load =
0.0
0.00
0.0
0
Key Depth - -- =
9.00
in
0
0
0
525.0
1.75
918.7
Key Weight =
0.
Key Width =
12.00
in
SOIL
DATA
Vertical Component
ADJACENT
FOOTING
.Toe to Key Dist. =
1.25
ft
Allowable Bearing
=
1500
psf
Vertical Load
=
0.0
#
SLIDING CHECK
2075.0 #
Active Lateral
=
30.0
pcf
Load Eccentricity •-
- _.__
....0.00
in
Ftg/Soil Friction
0.35
.....Max Press.
0.0
pcf
Footing Width
=
0.00
ft
SoiL to Neglect =
0.00
in
.....Slope Press.
=
0.0
pcf Ftg. CL. to Wall
=-_�
0.00
ft
Lateral Pressure =
735
#
Backfill Slope
0.0
:1
Vert. Position of Ftg.
----
-.Passive Pressure =
383
#
Passive Press.
250.0
pcf
...Above/Below:[+/-]
0.0
ft
- Friction "' -
7264
SoiL Density
100.0
pcf
Spread Footing.
-?
No
AWL Force Required
0.0
#
SoiL Ht over Toe
0.00
in
SUMMARY
FOOTING DESIGN
Pressure @ Toe
1024.3
psf
Soil Press. Mult.
Toe
HeeL
••
f'c
=
2500
psi
Pressure a Heel =
161.4
psf
By ACI Eq 9-1 =
1434
226
psf
Fy
=
40000
psi
Allowable Press.
1500
psf
Mu -Upward =
1008
512
ft-#
Min. As Percent
0.0014
Ecc. of resultant _ _
"5.09
in
Mu -Downward =
164
1316
ft-#
Omit SP Under Heel
?
No
Max. Shear a Toe =
5.63
psi
Mu -Design =
844
-805
ft-#
Toe '- Heel
Max. Shear a Heel
-4.55
psi
One -Way Shear:
# 4 a 16.33
14.65
in o/c
ALLow. Ftg Shear =
85.00
psi
•
Actual =
5.6
4.6
psi
# 5 a 25.31
22.71
in o/c
Factors of Safety:
ALLowabLe =
85.0
85.0
psi
# 6 a 35.92
32.23
in o/c
Overturning
2.61
:1
Cover over Rebar =
3.25
2.25
in
# 7 @ 48.00
43.96
in o/c
Sliding =
1.51
:1
'd' . =
8.75
9.75
in •
# 8-+@ 48.00
48.00
in o/c
Ru = Mu/bd"2 =
12.2
9.4
psi
# 9 a 48.00
48.00-
in o/c
SUMMARY OF FORCES & MOMENTS
Overturning Moments
Resisting Moments
Origin of Force...
#
ft
ft-#
#
ft
ft-#
Active Soil Press.
735.0
2.33
1715.0
0
0
0
Soil over Heel =
0
0
0
950.0
2.71
2572.9
Soil over Toe =
-15.0
0.33
-5.0
0.0
0.00
0.0
Sloped Soil a Heel =
0
0
0
0.0
0.00
0.0
Adjacent Ftg. Load =
0.0
0.00
0.0
0.0
0.00
0.0
Surcharge Over HeeL =
0
0
0
0.0
0.00
0.0
Surcharge over Toe =
0.0
0.00
0.0
0.0
0.00
0.0
Axial Load on Wall =
0
0
0
0.0
0.00
0.0
Load a Proj. Wall =
0.0
0.00
0.0
0
0
0
Averaged Stem Wts. =
0
0
0
487.5
1.58
771.9
Added Lateral Load =
0.0
0.00
0.0
0
0
0
Footing Weight
0
0
0
525.0
1.75
918.7
Key Weight =
0.
0
0
112.5
1.75
196.9
Vertical Component
of Active Pressure
0
0
0
0.0
0.00
0.0
Totals
720.0 #
1710.0 ft-#
2075.0 #
4460.4 ft-#
Resisting Totals -Used For.SoiL
Pressure
2075.0 #
4460.4 f t - #
(Vert. Component of Active
Pressure
Removed)
(continued on next page....)
V4.4C1 (c) 1983-96 ENERCALC
MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
.5A MADRONE AVE
OROVILLE•l_--CA- 95966
CANTILEVERED RETAINING WALL DESIGN
6 FOOT FREESTANDING
MASONRY RETAINING WALL 156OPSF SOIL
(.....continued) _
STEM SUMMARY
Top Stem: From 5.00 ft -to Top of Wall
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi,_Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted, No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed- 12.Oin
.. Mactual = 5.0 <= . 521.2ft-jl
Vactual = 0.16 <= 19.36psi
Interaction.V.a,lue = 0.010
Second Stem From 4.0Oft'to 5.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.0psi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual - 40.0 <- 521.2ft-#
Vactual - 0.66 <= 19.36psi
Interaction Value - 0.077
Third Stem From 2.00ft to 4.00ft
8.00in Masonry w/ 1I 4 a 16.00in, d- 3.75in
f'. m= 1500.Opsi, Fs= 18000.Opsi
LDF= 1:00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
Mactual = 320.0 <= 521.2ft-#
Vactual = 2.63 <= 19.36psi
Interaction Value = 0.614
Fourth Stem From 1.00ft to 2.00ft
8.00in Masonry w/ # 4 a 8.00in, d- 5.25in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, •n=.25..78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 14.9in
Mactual = 625.0 <= 1151.5ft-#
Vactual = 4.11 <= 19.36psi
Interaction Value = 0.543
Bottom Stem From O.00ft to 1.00ft
8.00in Masonry-w/--IV4 @ 8.06in, d= 5.25in
f'm= 1500:Opsi,•Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp:
Wall Wt.= 75.00psf, Bar Embed= 6.Oin
Mactual = 1080.0 <= 1151.5ft-B
Vactual = 5.92 <= 19.36ps
Interaction Value - 0.938
V4.4C1 (c) 1983-96 ENERCALC
Date: 03/24/98 Page:
MICHAEL MOONEY, KW -0601576
COMPACT BACKFILL
---=3--3/4" CLR
Q
#4 DOWELS AT 8"cc -
33 -
17
PROVIDE
HORIZONTAL STEEL
#4's A T 24 ",cc
moi- VERTICAL STEEL -
#4's A T 16"cc
5"
DRAINAGE #4's A T 15"cc
2" CLR. - UNDISTURBED GROUND
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
.5A MADRONE AVE
OROVILLE', CA 95966
CANTILEVERED RETAINING WALL DESIGN
7 FOOT FREESTANDING'RETAINING WALL
1500 PSF SOILS
0
Soil over Heel =
Date: 03/24/98
Page:
WALL & FOOTING -DATA"""
Sloped Soil a Heel =
VERTICAL
LOADS
0.0
Surcharge Over Heel = ..
LATERAL
LOADS
0.0
Axial Load on Wall =
Retained Height
7.00
ft
Axial DL on Stem
0
0
plf
Lateral Load Acting on
0
Key Weight =
0
Wall Ht. above Soil =
0.50
ft
Axial DL on Stem
=
0
plf
Stem Above Soil
=
0.00
psf
Toe Width =
1.58
ft
....Eccentricity
=
0.00
in
Add'l Lateral Load
=
0.00
plf
Heel Width =
2.75
ft
Surcharge over Toe
0
0.0
psf
Dist to Load Start
2555.0 ft-#
0.00
ft
Total Footing Width =
4.33
ft
Surcharge over. Heel
=
0.0
psf
Dist to Load End
=
0.00
ft
Footing Thickness =
12.00
in
Key Depth =
12AO
in
Key Width =
12.00
in
SOIL DATA
ADJACENT
FOOTING
Toe to Key Dist. =
1.67
ft
Allowable Bearing
=
1500
psf
VerticaL Load
0.0
#
SLIDING CHECK
Active Lateral
=
30.0
pcf
Load Eccentricity
_
0:00
in
Ftg/Soil Friction =
0.35
.....Max Press.
=
0.0
pcf
Footing Width
=
0.00
ft
Soil to Neglect =
0.00
in
.....Slope Press.
0.0
pcf
Ftg. CL to Wall
=
0.00
ft
Lateral Pressure =
960
#
Backfill Slope
0.0
:1
Vert. Position of Ftg.
- Passive Pressure
500
#
Passive Press.
=
250.0
pcf
...Above/Below:[+/-]
_ -
-,--0.0
ft
- Friction =
936
#
Soil Density
=
100.0
pcf
Spread Footing
7
No
Add'l Force Required =
0.0
#
Soil Ht over Toe
=
0.00
in
SUMMARY
FOOTING DESIGN
Pressure a Toe =
968.7
psf
Soil Press. Mult.
Toe
Heel
f'c
=
2500
psi
Pressure a Heel =
266.0
psf
By ACI Eq 9-1 -
1356
372
psf
Fy
=
40000
psi
Allowable Press. =
1500
psf
Mu -Upward =
1543
773
ft-#
Min. As Percent
=
0.0014
Ecc. of resultant =
4.93
in
Mu -Downward =
262
1822
ft-#
Omit SP Under Heel
7
No
Max. Shear a Toe
8.95
psi
Mu -Design =
1281
-1049
ft-#
Toe Heel
Max. Shear a Heel =
-5.96
psi
One -Way Shear:
# 4 a 16.81
15.04
in o/c
Allow. Ftg Shear =
85.00
psi
Actual =
8.9
6.0
psi
# 5 a 26.05
23.31
in o/c
Factors of Safety:
Allowable =
85.0
85.0
psi
# 6 @ 36.97
33.08
in o/c'
Overturning
2.84
:1
Cover over Rebar =
3.50
2.50
in
# 7 a 48.00
45.11
in o/c
Sliding
1.50
:1
'd' =
8.50
9.50
in
# 8 @ 48.00
48.00
in o/c
Ru = Mu/bd"2
19.7
12.9
psi
# 9 a 48.00
48.00
in.o/c
SUMMARY OF FORCES
& MOMENTS
Overturning Moments
Resisting Moments
Origin of Force...
#
ft ft-#
#
ft
ft-#
Active Soil Press.__ . _ ..960.0
0
Soil over Heel =
0
Soil over Toe =
-15.0
Sloped Soil a Heel =
.0
Adjacent Ftg. Load =
0.0
Surcharge Over Heel = ..
0
Surcharge .over Toe =
0.0
Axial Load on Wall =
0
Load .a Proj . WaI.L. -- =
0.0
Averaged Stem Wts. _....
0
Added Lateral Load =
0.0
Footing Weight _
0
Key Weight =
0
Vertical Component
0-6--
of ActiVe Pressure
- 0
2.67
0
0.33
0
0.00
0
0.00
0
0.00
0
0.00
0
0
Totals = 945.0 #
Resisting Totals Used For Soil'Pressure
(Vert. Component of Active Pressure Removed)
0
2560.0
0
0•
0
0
1225.0
3.46
4232.4
-5.0
0.0
0.00
0.0
0
- 0.0
0.00
.0.0 ... ,
0.0
0.0
0.00
0.0
0
0.0 _
0.00
0.0
0.0
0.0
0.00
0-6--
0
0.0
0.00
0.0
0.0'.
0
0...
0.
648.5
1.97
1280.1
0.0
0
0
0
0
649.5
...2.17
1406.2
0
150.0
2.17
325.5
0
0.0
0.00
...-.0.0-
2555.0 ft-#
2673.0 #
7244.2 ft-#
2673.0 #
7244.2 f t - #
(continued -on next page....)
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
MICHAEL MOONEY
_.. CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROV I LLE -'-CA "'-9 5 9 6 6
CANTILEVERED. -RETAINING -WALL DESIGN
7 FOOT FREESTANDING RETAINING WALL
1500 PSF SOILS
(.....continued)
STEM SUMMARY
Top Stem:: From••5.00 ft to Top of Wall
8.00in Masonry w/ # 4 a 16..00in, d- 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted, No Spec. Insp.
Wall Wt.- 75.00psf, ear Embed=-12.Oin
Mactual = 40.0 <= 521.2ft-#
Vactual = 0.66 <= 19.36psi
Interaction Value = 0.077
Second Stem From 4.00ft to 5.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.- 75.00psf, Bar Embed- 12.Oin
Mactual = 135.0 <- 521.2ft-#
Vactu6l - 1.48 - 19.36psi
Interaction Value = 0.259
Third Stem From 3.00ft to 4.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.80ps ,.Bar Embed= 12.Oin
Mactual = 320.0 <= 521.2ft-#
Vactual = 2.63 <= 19.36psi
Interaction Value = 0.614
Fourth Stem From 2.00ft to- 3.00ft
B.00in Masonry w/ # 4 @ 8'00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n=-25.79"'
-Solid Grouted;,No Spec.•Insp.
Wall Wt.= 75.00psf, Bar Embed- 21.3in
Mactual = 625.0 <_ -6.52.3ft4
Vactual = 4.11 <= 19.36psi
Interaction Value = 0.958
Bottom Stem From O.00ft to 2.00ft
12.00in Masonry w/ # 4 a 8.00in, d= 9.00in
f'm= 1500.Opsi, Fs= 18000.0psi
LDF= 1.00, n= 25.78
Solid Grouted,.,No Spec. Insp.
Wall Wt.= 118.00psf, Bar Embed= 6.Oin
Mactual = 1715.0 <= 2814.4ft-#
:Vactual = 5.28 <= 19.36psi
Interaction Value = 0.609
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576
VERTICAL STEEL
#4's A T 16 "cc
REBAR CENTERED
IN 8" WALL
HORIZONTAL STEEL
#4's AT 24 cc
/COMPACT BACKFILL
00
_.. 12"'.BLOCK
3 COURSES
#4 DOWELS AT
8 cc.
---30 L
#4 CONT.
—24 19,E
2 3/4"
CLR
#
PROVIDE. 4 CONT.
DRAINAGE
2" CLR UNDISTURBED GROUND
Ilk
(3) #4's CONT. -
N
.(2) #4's CONTIN.
3" CLR
#4's AT 15"cc
52"
7' RETAINING WALL DETAIL
FREESTNUM
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE', CA 95966
CANTILEVERED RETAINING WALL DESIGN
5 FOOT FREE STANDING MASONRY RETAINING WALL
1500 PSF SOILS
Date: 03/24/98
Page:
WALL & FOOTING
DATA
SOIL DATA
VERTICAL LOADS
ADJACENT
LATERAL LOADS
Retained Height '*-"-
_ .5.00
ft
Axial DL on Stem
0
plf
Lateral Load Acting on
=
0.0
Wall Ht. above Soil
= 0.50
ft
Axial DL on Stem =
0
plf
Stem Above Soil =
0.00
psf
Toe Width
= 1.16
ft
....Eccentricity =
0.00
in
Add't Lateral Load =
0.00
plf
Heel Width
= 2.50
ft
Surcharge over Toe =
0.0
psf
Dist to Load Start "=_
0.00
ft
Total Footing Width
= 3.66
ft
Surcharge over Heel
0.0
psf
Dist to Load End =
0.00
ft
Footing Thickness
= 12.00
in
- Passive Pressure_
150 #
Passive Press.
=
Key Depth
= 0.00
in
_ ."
0.0
ft
- Friction =
657 #
Soil Density
Key Width
0.00. in
SOIL DATA
ADJACENT
FOOTING
Toe to Key Dista =
0.00 ft
Allowable Bearing
=
1500
psf
Vertical Load
=
0.0
#
SLIDING CHECK
Active Lateral
_
-30.0
pcf
Load Eccentricity
.........
0.00
in
Ftg/Soil Friction =_
0.35
.....Max Press.
_
0.0
pcf
Footing Width
=
0.00
ft
Soil to Neglect
0.00 in
.....Slope Press.
_
0.0
pcf
Ftg. CL'to Wall
0.00
ft
Lateral Pressure =
540 #
Backfill Slope
=
0.0
:1
Vert. Position of Ftg.
- Passive Pressure_
150 #
Passive Press.
=
300.0
pcf
...Above/Below:[+/-]
_ ."
0.0
ft
- Friction =
657 #
Soil Density
=
100.0
pcf
Spread Footing
?
No
Add'l Force Required =
0.0 #
Soil Ht over Toe
0.00
in
SUMMARY
FOOTING.DESIGN
Pressure a Toe =
681.9 psf
Soil Press. Mult.
Toe
HeeL
f'c
=
2500
psi
Pressure a Heel =
344.5 psf
By ACI Eq 9-1
= 955
482
psf
Fy
=
40000
psi
ALLowable..Press.,. =
1500 psf
Mu -Upward
= 609
943
ft-#
Min. As Percent
=
0.0012
Ecc. of resultant
2.41 in
Mu -Downward
141
1529
ft-#
Omit SP Under Heel
3
No
Max. Shear a Toe =
3.17 psi
Mu -Design
= 467
-586
ft-#
Toe
Heel
Max. Shear a Heel =
-3.29 psi
One -Way Shear:
# 4 a 19.61
17.54
in o/c
ALLow. Ftg Shear =
85.00 psi
Actual
= 3.2
3.3
psi
# 5 a 30.39
27.19
in o/c
Factors of Safety:
Allowable
= 85.0
85.0
psi
# 6 a 43.14
38.60
in o/c
Overturning =
3.85 :1
Cover over Rebar
= 3.50
2.50
in
# 7 a 48.00
48.00
in o/c
Sliding =
1.50 :1
'd''
8.50
9.50
in
# 8 a 48.00
48.00
in o/c
Ru = Mu/bd-2
7.2
7.2
psi
# 9 a 48.00
48.00
in o/c
SUMMARY OF FORCES & MOMENTS
Overturning Moments
Resisting Moments
Origin of Force...
#
ft
ft-#
#
ft
ft-#
Active Soil Press. =
540.0
2.00
1080.0
0
0
"..0
.
Soil over Heel =
0
0
0
916.7
2.74
2514.7
Soil over Toe =
-15.0
0.33
-5.0
0.0
0.00
0.0
Sloped Soil a Heel =
0
0
0
0.0
0.00
0.0
Adjacent Ftg. Load =
0.0
0.00
0.0
0.0
0.00
0.0
Surcharge Over Heel
0
0
0
0.0
0.00
0.0
Surcharge over Toe =
0.0
0.00
0.0
0.0
0.00
0.0
AxiaL Load on Wall
0
0
0
0.0
0.00
0.0
Load a Proj. WaIL =
0.0
0.00
0.0
0..
0
0
Averaged Stem Wts. =
0
0
0
412.5
1.49
616.0
Added Lateral Load
0.0
0.00
0.0
0
0
0
Footing Weight = .
0.
0
0
549.0
1.83
1004.7
Key Weight - - _
0
0
0
0.0
'0.00
0.0
Vertical Component
of Active Pressupe
0
0
0
0.0
0.00
0.0
Totals =
525.0 #
1075.0 ft-#
1878.2 #
4135.4
ft-#
Resisting Totals Used For
Soil Pressure
1878.2 #
4135�4-ft-#
(Vert. Component of Active
Pressure
"
Removed)
...._..... _.. _...
(continueiion next page...:)
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -D601576
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647 EXPIRES 9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
CANTILEVERED RETAINING WALL DESIGN
5 FOOT FREE STANDING MASONRY RETAINING WALL
1500 PSF SOILS
(:....continued)
STEM SUMMARY
Top Stem: From 5.00 ft to Top of Wall
8.00in Masonry w/ # 4 @ 16.dOin, d- 3.75in
f'm- 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted, No Spec. Insp.
WaLL Wt.= 75.00psf,jar Embed--12.0in
MactuaL = 0.0 <= 521.2ft-#
VactuaL = 0.00'<= 19.36psi
Interaction Value = 0.000
Second Stem From 4.00ft to 5.00ft
8.00in Masonry -w/_# 4 a 16.00in, d= 3.75in
f'm= 1500.Opsi, Fs= 18000.0psi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
. WaIL Wt.= 75.00psf, Bar Embed= 12.Oin
MactuaL = 5.0 <= 521.2ft-#
VactuaL:.= 0.16.<= 19.36psi
Interaction Value - 0.010
Third Stem From 2.00ft to 4.00ft
8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in
f'm- 1500.Opsi, Fs= 18000.Ops.i_
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 12.Oin
MactuaL = 135.0 <= 521.2ft-#
VactuaL = 1.48 <= 19.36psi
Interaction Value = 0.259
Fourth Stem From 1.00ft to 2.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 5.25in
f'm= 1500.Opsi, Fs= 18000.Opsi
LDF= 1.00, n= 25.78
Solid Grouted„ No Spec. Insp.
WaLL Wt.- 75.00psf, Bar Embed= 12.Oin
MactuaL = 320.0 <= 905.4ft-#
VactuaL = 2.63 <= 19.36psi
Interaction Value = 0.353
Bottom Stem From O.00ft to 1.00ft
8.00in Masonry w/ # 4 a 16.00in, d= 5.25in
f'm= 1500.Opsi;--Fs= 18000.Opsi
LDF= 1.00, n= 25.78.
Solid Grouted„ No Spec. Insp.
Wall Wt.= 75.00psf, Bar Embed= 6.Oin
MactuaL - 625.0 <= 905.4ft-#
VactuaL = 4.11 <= 19.36psi-
Interaction Value = 0.690
Date: 03/24/98
Page: IG /18
V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW=0601576
HORIZONTAL STEEL
NO. 4.s AT 24"cc COMPACT
BACKFILL
90q REL.
VERTICAL STEEL
NO. 4'S AT 16 cc.
VERTICAL STEEL AT '
CENTER o
2.1/2 LR.
N0. 4 DOWELS 33"
A T 16 cc. j
"
PROVIDE DRAINAGE..
UN0ISTUKf5E0
_..
GROUND__ ____ _ 2" CLR.
NO. 4's A T 18" cc. •
N
(4) NO. 4's CON TIN. '
3" CLR. _ ..
44"
5 FOOT MASONRY
RE TA WING WA L L
FREESTANDING _
It + 4tiv u.
ems-. 4,1�" ':;; ':�:.:'!'.2�¢ •�2341�/�ihct•2'3YhS��dLL: I•�����• :;:::,
ifi
YV kl L 13CL�s IG1 q.
.. .........
,
00,
' I f
i
�vu•IIIc r:,,
33�.Il�it ;'Ili..
ri
, . . . . . . ' ! ,
ell
DL i;
UAW
. . . , . , . . .
1
r , 1 � , r r , r - i I •� � I -, r r- r '-+-F.. �.�--I•-.i-1
MICHAEL MOONEY
CIVIL ENGINEER
RCE 20647-:-EXPIRES--9-30-97
5A MADRONE AVE
OROVILLE, CA 95966
Date: 03/25/98
GENERAL TIMBER BEAM DESIGN
Page:
V4.4C1 (c) 1983-96 ENERCALC. MICHAEL MOONEY, KW -0601576
L)cAVtA
BEAM DATA
SPAN DATA
Timber Section
:--------
End Fixity
Pin:Pin
Center Span
= -
-20.00
ft
Beam Width
= 6.750
in
Elastic Modulus
1800000 psi
Left Cantilever
=
0.00
ft
Beam Depth
= 18.00
in
Beam Density =
35.0 pcf
Right Cantilever
0.00
ft
Lamination Thickness
= 1.50
in
Load Duration Factor =
1.25
UNBRACED LENGTHS
Fb - Bending
= 2400
psi
Beam Wt. is Added to Loads
Le : Center Span
_
1.33
ft
Fv - Shear
165
psi
End Shear Catc'd at Support
Le : Left Cant.
=
0.00
ft
Fc - Bearing
650
psi'
Le : Right Cant.
0.00
ft
APPLIED LOADS
Uniform Load a Center
Span: DL -
420.0
pLf LL = 622.0 ptf
Trapezoidal Load: DL:,
75.Optf a
Lft,
75.Optf @ rt LL: 240.Optf
a Lft, 240.Optf
a rt from 0.00
ft to 14.67 ft
SUMMARY
USING 6.750 x 18.000 Beam, Bending = 81.72%, Shear = 81.66%
Max. Pos Mom a 9.84
ft- 67.11
k -ft
Shear: Max. a Left =
13.64 k
Reactions...
DL
Maximum
Max. Neg Mom a 0.00
ft- 0.00
k -ft
....used for dsgn =
20.46 k
Left
5.19 k
13.64
k .
Max a Left
= 0.00
k -ft
....Area Req'd
99.21 int
Right =
4.90 k
12.41
k
Max a Right
0.00
k -ft
Max. a Right -
12.41 k
Max. Allow Moment
= 82.12
k -ft
....used for dsgn =
18.62 k
Deflections...
fb : Max. Actual
= 2209.3
psi
....Area Req'd =
90.26 int
Center =
-0.31 in
-0.81
in
Fb : ALLowabte
2703.6
psi
fv : Max. Actual
168.41 psi
....Dist =
10.00 ft
9.920
ft
Fv : Allowable =
206.3 psi
..L/Deft
768
295
Ck'= .811(E/FbY �5---
_ '19.87
.Left =
0.00 in
0.000
in
Cs = (LeD/B-2)-.5
= 4.85
Bearing Req'd a Left =
3.11 in
...L/Deft
0
0
.Cv per UBC 2312.4.5
= 0.90
Bearing Req'd a Right =
2.83 in
Right =
0.00 in
0.000
in
... L/Def L =
_. -0 _._.
0
V4.4C1 (c) 1983-96 ENERCALC. MICHAEL MOONEY, KW -0601576
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Jul -29-98 02:33P John Starr (530) 589-2942 P.01
MICHAEL MOONEY 5A MADRONEAVE.
CIVIL ENGINEER OROVILLF, CA 95966
RCE 20647 (916) 533-2131
Butte County
Department of Development Services
Building Division
7 County Center Drive
-.Oroville, CA 95966
Re- -Bj ork
Jack Hill Drive
July 27, 1998
This is to confirm that I do not have a problem with the slab
thickness over the toe of the retaining wall not being that called for
on the plans. I checked the calculations and changed the thickness to
2" with little -change in values.
Thank you for your consideration.
Yours,
Michael Mooney -
My license expires 8•40-98:
- 1
Jul -29-98 02:33P John•Starr (530) 589-2942 P_01
MICHAEL MOONEY 5A I&DRo1vEAvF
CML ENGINEER ORov LLL, CA 95966
RCE 20647 (916) 533-2131
to
Butte county
Department of Development Services
Building Division
7 County 'Center Drive
oroville, CA 95966
Re-: •Bj ork--- '
Jack Hill Drive
July 27, 1998
This is to confirm that I do not have a problem with the slab
thickness over the toe of the retaining wall not being that called for
on the plans. I checked the calculations and changed the thickness to
2" with little—change in values.
Thank.you for your consideration.
Yours,
Michael Mooney -
My license expires a-30-90
PROFS
410
02 47,
FGAD
,�� .
11111"ICEIVD
JUL 2 9 1998
BUTTE COUNTY
BUILDING DIVISION
a•..i'
n
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A ,
Ct
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J ,
11111"ICEIVD
JUL 2 9 1998
BUTTE COUNTY
BUILDING DIVISION
. ..
A ,
11111"ICEIVD
JUL 2 9 1998
BUTTE COUNTY
BUILDING DIVISION