HomeMy WebLinkAbout065-510-074j ..
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1110-89BP,E,M ,. K
FIACCO, Robert.
681'5 Alph' s Lane, Magalia
Jnew single family) r
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X065 51 0-074 t ,500-1478 ' l - ^,
'MICHELIZI, KEVIN
s ' 6815 ALPHY'S LANE, MAGALIA
CONTR: BLUE HAVEN POOLS
RETAIAIING: WALL yCIAr4.4 47-1,,7-06 Mll
065=51-0-074'��" -0o:147077
NIICHELIZI,. KEVIN
6815 ALPHY'S LANE; MAG
ALIA
CONTR: BLUE HAVEN POOLS
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3 2 58-24-74 1110-89B, P, E, M ,
�� �✓�l� �N,. i FIACCO„ Robert L.
ZJ� o p 6815 Alphy's Lane, Magalia
�� WSJ` (new single family)
1 PERM
PERMIT EXPIRES T
OWNER
t
CONTR.
ASSESSOR PARCEL
LOCATION
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•r
A
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Temp. Power Pole
Called PG&E C'
emp Else. Service
Called PG&E
Temp. Gas Service \
Called PG&E '
JOB FINALED (Date)
1 Signature
rs ,
j.�
`OK'
0 = Not OK
able MOBILE HOMES
;
MISCELLANEOUS
= Not Ready
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Date
DECKS,COVERS,CAR PORTS, GARAGES, (Plans)OK except #'s '
1. Zoning Requirements -Setbacks -Easements +
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support -Sketch R,
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Sewer; Location -Test -Fall -C/O -Concrete t
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Location -Test -Easement Needed (Sketch)
4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-
Shthg.-Rfg.-Bracing
5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete
6. Gas; Location -Test -Wrap: / P'Uft.
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6:_Carports; Windows -Doors .
/ /"Nat. or/ /"L"ft./ P'LPG
7. Utility Clearance
7. Elec.
8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
Card -131
Date Card -B1 Date r
10.'Roof; Shthg-Roofing
Card -B1
Date Card -B1 Date `
11. Ext.; Steps -Doors -Landings
Date
MOBILEHOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Card -B1
Date. Card -B1 Date '
2. Footings; Size -Spacing -Marriage Line -
Card -B1
Date Card -B1. Date .
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
Date
POOLS (Plans) OK except #'s
5. Drain; MH Test -Fall -Flex Connector
1. Setbacks -Easements
6. Water; MH Test -Regulator -Connector
2. Soils; Compaction -Structure Stability
7. Water and Sewer Connected -C/O to Grade -HD Approval
3. Pool Structure; Steel -Connections -Thickness -
8: Gas and Electricity Tagged
Dead Men -Lining k
9. Exits; Insp.-Sketch -
4. Elec.; Receptacles and Lighting, Distances-GFI
10. Cert. of Occupancy y
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg.
Card -B1
Date Card -B1 Date -
Boxes-Enclosures-Panelboards-Ins. to Main in Conduit
Card -131
Date Card -B1 Date
z,. .:-
9.'Health Department Approval
_
10. Plumb.; Cir.'Test-Water Supply Test
Card -B1
Date Card -B1 Date
Card -B1
Date Card -131 Date
i
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,
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' -
06
1.
-= UK -
.p = Not OK
- = Not Applicable
Not Ready
RESIDENTIAL (Single and Duplex)
V
Date UNDERFLOOR (Plans) OK except #'s Gk?,o
oning-Setbacks;- Easements- Flood -Slope
-?'.'Ftg., Main; Soils-Steel-Elec, Grnd.-/,�(R/"
Ftg., Garage; Soils -Steel-/ ja*" Ftg. Dept
g? Ftg., Porches & Decks; Soils -Steel-/ 12 /"
,;W.'Stemwalls, Main; Steel-Blockouts-Wrappe
SLemwalls, Garage; Steel-Blockouts-Wraps
k17 -Slab; Steel -Wrapped
8. iers-Fireplace Ftg.-Steel
D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test
0. Gas Pipe; Size -Anchors
W. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric; Underground
13. Plenums & Ducts; Clearance- Material -Su pprt-Ins.
1 . Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Lgsulation
Card -B1 GC, Datecl ag,pq Card -131 CG- Date I a=?4
Card -131 e--1-- Dateq-Pe�,,fkt Card -81 Date
Date PLUMBING (Permit) OK except #'s
16._Water Ht. Vent -Access -Combustion Air -Baffle
Water Pipe; Test & Anchors -Nail Protection
D V.; Test-Fttngs & Anchors -Nail Protection
;. Shower Pan; Test, First Floor -Tub Access
00. Test Tub & Shower, 2nd Floor -Tub Access
21. Gas Pipe; Size & Anchors
Card -B1 C, G Date\Z-e4j-gRCard-B1 Date 2 e.�-
Card -B1 &G Date f--CkA6 Card -131 Date
Date ELECTRICAL (Permit) OK except #'s
22. Fixture & Transformer Clearance -Ins. Protection
Elec. Receptacles Spacing -Lights & Switches at Doors
e Boxes & No. of Conductors -Stapled
Romex Installed Close to Edge of Studs & C.J.
Equip. Gro6nd made up w/Mach. Fasteners -Bond Gas &W4 r
2 Appliance Circuts in Kitchen & Conductor Size/G.F.I.
26r-SMfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga.
Cuor Al
29'RangeCirc./ / ga. Cu or AI -Oven Circ. / (o/ ga. Cu or Tgf.
Insulated Neutral Yes o
Service -Riser Conductors & Ground -Main Disconnect
Equip. Clearances Panels-Motors-Mech. Equip.
�Q,-,yclothes Closet Light -Shower Light -Spa Light
Smoke Detector
Card -B1 (�;:G Date t� Cq,gc1 Card -81 Date
Card -131 C�G9 Date Card -131 Date
Date MECHANICAL (Permit) OK except #'s
,3(t. A.C. Ducts Insulation & Support
l Vent Fan; Exhaust above insulation
36. Condensate Drain & Overflow; Size & Grade
37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet
38. Attic Access & Platform if Furnace in Attic
Card -81 C4C, DatetZ2ff� Card -B1 Date
Card -B1 Date Card -131 Date
Date FRAMING (Plans) OK except #'s
/Qototills, ProperMaterial &2gah r
all t - ailing, SpacingBr n Plates -Sound
Bearing Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
Fire Stops; Furred Ceilings;LS s Chases T
94• Header & Beam -Size & Bearing
Date FRAMING (Continued)
Hangers -Post Caps -Anchors -Connectors
Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
y� Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
etDoGarage Fire Protection Framing
5e, Property Line Firewall & Openings
5' • Ext. Doors -One T -Check Garage -3rd story, 2 exits
V. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
5t!Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding -Nailing Veneer
I, CoA?�- . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
pLf Glazing Area -Glass Protection -Skylights -Plastic
5kl1 eafrRalls; Nailing -Bolts
59. In9t1tat'on-Waifs- -
In ration -W s- dws
Card -B1 G G Date%?_,1!1G3 Card -131 CG Date
Card -131 C-rr, Date \,-q -CIO Card -B1 Gs c Date t-31 -Ci0
Date FINAL (Plans) OK except #'s
W. t. Steps -Door & Sidelight Protection -Landings
Smoke Detector
L69'rurnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
t64 -Bedroom Exiting
-. G.F.I. & Bath Fixtures & Tub Access -Spa
6 . Elec. Trim & Subpanel; Breaker Sizes -Labels
tairs & Rails
8. Fireplace or Stove; Clearances -Hearth
9 Elec. Outlets at Wood Panel; Int. & OP
Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance
I,71-tlec. Outlets & Receptacles at Kit. Counter
Garage Fire Door; Swing -Landing -Closer
r7a.—A uc in Garage -Damper
-
Wtr. Htr.; fi. .
r -Connector -P
ta-Gaca�e - ion
r. Plb., Elec. & Mech. Equip. Listed for Location
lec. Receptacles in Garage; (G.F.I.)-Romex Protec.
Insulation -Foam -Looked in Attic ❑ Yes
r7j,byard Rails & Deck Construction -Post Caps
Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor 4a -Yes
ollowing instld.; Drive -('les ❑ No; Walks es ❑ No;
Ianters D Yes ❑ No
ucco; Brown -Finish
C. Unit; Disconnect, Electrical, Plumbing `
ents Above Roof; Pibg.-Appliance-Firepl.-Clearance to
Openings.
-
Water Well; Disconnect, Electrical, Plumbing
xterior Elec. Trim; G.F.I. Receptacle -Underground
t-8"entilation throughout House
. Glass Protection
,(88_ --Corrections from Previous Inpections
89. Gas Test -Meters Tagged; Gas -Electric
180-W_Wer & Sewer Connected -C/O to Grade -HD Approval
L44 --Energy Compliance Certificate -Other Certificates
92. Roofing Certificate
Card -131 ,fJ Dat(Z 5'1gf4% Card -B1 Date
Card -B1 Date Card -131 Date
Card -B1 Date Card -B1 Date
Comments at Final:
Wo XMokWCOM T- AcAL
✓r� fLLrir�t�/VWo L -.,AL 5 file a.✓6„+r�y1
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(NOTE: An entry must be made each time you visit iob site)
Robert L. Fiacco
1484 Sun Manor Apt/.B
Paradise, CA 95969
... ..
utte Count
L A N D O F NAT U RA L W EA LT H A N D B E A U T Y
DEPARTMENT OF PUBLIC WORKS
WILLIAM (Bill) CHEFF, Director
7 COUNTY CENTER DRIVE t OROVILLE, CALIFORNIA 95965
Telephone: (916) 538-7541
May 8 1990 RONALD D. McELROY
y Deputy Director
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1 .
RE: Building Permit No.
Expiration Date 1110-89
(A.P. No. 5-11-90 )
58-24-74
With reference to the above subject,. our records indicate that your Building
Permit on the above date. Building permits are valid for
one yew�$�sshould construction be started but not completed by the expiration
date of tphe permit, the permit shall be renewed for 2 the original Building
Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the
Building Permit for an additional year from the original expiration date.
Should you not renew your permit within thirty days of the expiration date,
it cannot be renewed and all work must cease until a new building permit is
issued.
If your construction is completed or should you have any questions concerning
this matter, please contact the office. -
paradise
For your convenience, we are enclosing a renewal application form and owner -
builder form to be completed and signed by you where indicated and returned
to this office together with the fee shown. Please return all copies of the
application form.
Thank. you for your prompt attention concerning this matter.
JFG:aam
Attachments: Permit Application
Owner -Builder Information
Owner -Builder Verification
cc: Building Inspector -
Chico - 196 Memorial Way/891-2751
Yours very truly,
William Cheff
Director of Public Works
O45
. Glander
ief Building Inspector
Paradise - 745 Elliot Rd./872-6307
ENEItG
LOCATION
CER T IF IC,ATION
DESCRIPTION OF INSULATION
ROOF
Material _
Thicki►ess (inches)
EXTERIOR WALL
Material Fiberglasss
Tit ickness.(inches)_ z�
CEILING
Batt or Blanket Type Fiber lass
Thickness(inches)
Loose Fill Type Fib re glass
Hininuim ThicknesVIt►ches)--
Aren covered(ft. )
FLOOR, 11,.1;VATED
Material Fiber lass
Thickr.►ess(incl e, s) o� _
FLOOR, S',Ajj
Material
Thl.cknegs(inches)
Width(Inches)_ -
FOIINDATIi)N WALL
Ma t er•1 a 1
I'll i.ckness(inches)
A. P. No.
Brnnd Name
Thermal Resistance (R Value)
Brnnd Name CertainTeed
Thermal Resistance(R Value)
Brn►►d Name CertainTeed
Thermal Resistance(R Value)
Brnnd Name CertainTeed
Number of Bags Wt. per Gag 25 Lb.
Thermal Itesistance(R Value)_
Brand Name, CertainTeed
Thermal Resistance(R Value)
Brand Nnme
Thermal Resistance(R Value)
Brand Name_
Thermal Itesistnnce(R VnNe)
I ll(�rcl)y ccrt:l.fy that the above itir'lla t1.on was installed in the above building.
in conform3uce witl► t.i►e State of California Energy Rec{utrements.
Ilawkins Insulation 379407..
FIRM NAI-VOWNER STATE COBTRAGT�R'S •ZICENSE -NO.
1 °�-I- (q -7:q
SICTIAI'UR�i bf ' NSTAI,LA'TION AY1'LICA'i'Olt DATE
I here.by certify tl►e above insulation and. nll required items as shown on the
1luildinl; 1)r_liartment approved plans and attachments I►ave. been installed as
required by. tl►e State of California Energy Requirements.
All equipment, devices and materials are of: the quality prescribed or are
specifically approved by tl►e State of California.
--�L--p -�- __�
FIIU1 MU?/OWNER (Yle print-) STATE CONTRAC'TOR'S LICENSE tIO.
s 1 ,NA'r !1, 1 o - ---
L (, lil'RAC'1'OH �UIJNEIR UA'1'fi
THIS CT:RTIFICA'1'E MST Illi
INSPECTION APPROVAL AND
i
ON 17I.1.1' 14IT11 THE BUILDING DEPAR•T1•1M1' PRIOR T0. FINAL
A COPY SHALL BE POSTED WITHIN THE BUILDING.
January 1984
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891=2751
7 County Center Drive, Orovi i le — Phones 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
) /o'cLc> ///D --e4?>'/
OWNER PERMIT NO.
A routine inspection Indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work Is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact thisoffice Immediately. /
/(""
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Inspector Date b
rNA
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
' 196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
Y
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
OWNER PERMIT NO.
"F
A routine inspection indicates that the following violations of County Ordinance -=y
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Mftx �-V!lSiNriif.Ow
S r ail X- --4�X21s 7-Irs As Pr,,d. '4-9t
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Inspector _ /�-I Date
COUNTY OF BUTTE
>� DEPARTMENT OF PUBLIC WORKS
' 196 Memorial Way, Chico — Phone: 891-2751 \
7 County Center Drive, Oroville — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
IAC(((0- 009
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
�- I � s � � t c. �l� c 41- it.•13 � !� N � Vii,?2 Sri �-
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f�
Inspector/ 17, U— , Date k 2-(99 — 21
RAM
4 , S�Cno"4-r
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COUNTY OF BUTTE - D.EP.AOTMENT OF PUBLIC
7 County Center Drive - Oroville, California 95965 - Telephone:
APPLICATION AND PERMIT
WORKS PERMIT NO
916/538-7541. % D �51
ASSESSOR PARCEL NUMBER
5 -a
ZONING
F11— 9
BUILDING PERMIT
OW R
%-.
TELEPHO E
�
SO. FT. OCG BUILDING VALU'A�TION
O
%�
OWNER'S MAILING A DRESS
�f
&
U
CONTRACTOR'S NAME TEL P O E
'CONTRACT
('`/
d
/ O
'S AI N ADDRESS '
ZI C^ $59
Fireplace -
CONSTRUCTION LENDER
UNKNOWN
Total Valuation Is
Filing Fee
Q
$ 1O:
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCyWC,T OR ENGINEER
��Ener
LICENSE NO.
I
Plan Checking Fee
$
Energy ecg
PlanChecking Fee
ARCHI ECT OR IN ER'S MAIL G ADD S
Penalty
$
BUILDING ADDRESS
Permit fee
$
PLUMBING PERMIT
Filing Fee 10.00
,5
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME
PAWCEL MA
%.-Q b
Water piping
• 5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF� Duplex0 Mobilehome❑ Other
//`" SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S I G I W
O.00ea
TYPE OF WORK
New Addition ❑ R odel ❑ Utilities ❑ Installation❑ Other ❑
Describe work:
Permit Fee
$ .
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50 •
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ I am licensed under provisions of Chapt. 9, .Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code -
for this reason
NEW CONST.. DWELLING o
OR ADDNS. (ACC, BLDGS.
1/20Sgft
NEW CON5TRTI.OUTL TZ.SOea
NON-RESID .BRANCH CIRC ITS
POWER APPARATUS &)
(SINGLE OUTLET CIR. )
Ex. Occup('OR FIXTURES
OUTLETs
209000
eAL93o
FIXED APPLNS. OR
Ex. Occup. OUTLETS (RESID•) EA.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
9
15.00
Permit Fee
$
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shal I be deemed revoked.
Contractor
MECHANICAL PERMIT
Filing Fee 10.00
Heating)
Cooling
g
Hood
3.00
Ventilation
pennl4 Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. 1 agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby ze representatives of the County of
Butte to enter upon the above -menti ed pro erty for inspection purposes.
I a e to save, indemnify d keep rmless the County of Butte against
I liabil' ies, judgments c s pnd a enses which may in any way accrue
against aid County in e u e granting of this pe it.
X ( —� 7401
Date
Signoture of Applicant -- owner Contractor ❑ Agent ❑
An OSHA permit is re; I d for a cavations over 5'0" deepa d i 'o or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $ -�
Energy Inspection Fee' $ -
TOTAL PERMIT FEE $ 113 1 OF)
CUP,
CONST.TYPC
ISCN OOL oD P RCEL PD
ND
ISSUE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
By
PERM EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
ate
Receipt No. — /tv. 9 O
WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLD! -A I NT
+ COUNTY OF BUTTE - DEPARTWNT'Off PUBLIC WORKS - BUILDING DI ISION '
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 V
PERMIT APPLICATION DATA SHEET
Permit No.
OWNER ��� A. P. No.
I.
Proposed Building Use "v,:5- 15,e2 Building Inspector Zeaf2 Date 0
eZ Z°
At time of permit application, I was advised the following data �\ rrvust be submitted prior to permit processing and/or issuance:
1. All items have been submitted . ......................
..... ...... DATE RECEIVED APPROVED
...
2. Plot plans in duplicate/triplicate, signed by preparer of ans........
3. Complete plans in duplicate/triplicate, signed by preparer-of plans ..
4. Complete engineered plans and calcs, with wet signature oT plans ..
5. Energy Design Compliance and supporting documentation .........
6. Statement of Intent for Non -Heated and AC Buildings ..
7. Engineered truss details and layout in duplicate (required prior to plan check)
8. Mobilehome installation data including manufacturer's installation
instructions.......................................................
9. Fees of $ ..........................
10. Chico Urban Area fees -paid ........................................
11. Park ees paid ....................................................
12. --h-a-.�-Q�c Sc ool District fees paid ................. — 4R
13. Sanitation approval from Health Department ...—�
14. City of Chico plumbing permit ......................................
15. Plot plan and business license approval from City of I, ,
(see City for other requirements)
16. Planning approval for (A) Use: (B) Parking: .........
17. Improvements may be required.
18. Driveway permit (construction approval required prior to occupancy)
19. Pre -Inspection for required .... Pre- nsg In request o
i
p q � Building Inspector (Date)
20. Contractor's license information (No., Name Style, Classification) .......
21.. Certificate of Workmans Compensation Insurance ....................
22: Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........
Recorded copy of Agricultural Acknowledgment Statement ..
24. Letter of signature authorization .....................................
25.
26.
When you issue the permit, process as follows: ".'� Mail to owner. Mail to contractor.
Telephone and hold for pickup at_ office. D. liver w/inspector.
Other 1101,
Applicant
Date
Copy of plans sent Health Dept., Fire Dept., Other Date
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No•
2. Additional items required:
Contractor, designe <owne , was advised of above required data by phone --nail counter by rl" date
Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date `
Plans checked by Date Plans approved by D)LK__Date 5-- c ��
Sets of plans on hold in
Copy—DPW
Filecabi�eF� UAP folder
90 �C
C�
TO.: Building De; I rtment
FROM:• Environmental Health
SUBJECT: SANITATION CLEARANCE
OWNER
Plans approved for:
Hold final for:
—r—r LOCATION AP 4�
Sewage Disposal 1� Water Supply
Final Clearance O.K. for:
Clearance for 2 bedroom home. .Other
t
Clearance for addition of
Note
ITARIAN
Water Supply
Water Supply
DATE
l
COUNTY OF BUTTE - Department of Public Works
7 County Center Drive; Oroville, CA 95965 Phone: -916=534-4541
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An 'owner -builder" building permit has been applied for.in your name and bearing
your signature.
Please complete and return this information at your earliest opportunity to avoid
unnecessary delay in processing and issuing your building permit. No building permit
will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no)
2. I (have/have-not)
for the proposed work.
3.
signed an application for a building permit
I have contracted with the following person (firm) to provide the proposed
onstruct�o
Name //CC �
Address City
Phone Contractors License No.
4. I plan to provide portions of this work, but I have hired the following person
to coord'nate, sup ise, and provide the major work: "
Name
Address City
Phone Contractors License No.
5. I will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name Address Phone Type of Work
Signed:
Property Owner 4 &4Aa t lZ,X_kIv
Social -Security Number /
Date ezbw,V / 7. 7 I -y 9
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and.
19832 of the California Health and Safety Code..
This verification must be completed and returned to our' office before we are per-
mitted to issue the permit.
RESIDENTIAL"PLAIN-CHECKING GUIDE 7/85
(S.F. , ,DUPLEX & MISC. ONLY)
Bldg. Permit #
OWNER V:I-t0.r r 0 A.P. # SS 1y 07y
GENERAL
K oning requirements: (sideyards and number of permitted living units).
?Existing
Valuation.
Plans signed by.designer.
Energy Design and Compliance.
violations on property.
PLOT PLAN
]l -,'-Complete parcel size and dimensions.
Setbacks, sideyards, easements, etc.
3�/Other buildings or structures.
4� Grading, fills, drainage.
54,/Flood hazard.
Ca. Special.conditions on creation map or compliance document.
FLOOR PLAN
_ * Complete to scale plan with dimensions.
i�z�"Scekylights
Yquired windows for light and ventilation (Sec. 1205).
quired windows for second exit (Sec. 1204).
/ (Chapter 34 & Sec. 5207).
Human impact glass (Sec. 5406).
��Required room sizes, ceiling heights (Sec. 1207).
I. G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8).
a4 ----Light fixtures, switches, receptacles, and exterior receptacles for maintenance of
mechanical equipment.
9Locations of water heater, heating and cooling equipment, other electrical or gas
ipment, and plumbing fixtures. .
1(9/ Garage firewall, door size, and closer (Sec. 503(d)(3)).
li_/ 3'0" exterior exit door (Sec. 3304(e)).
1 E ireplace and wood stove location.
Smoke detectors (Sec. 1210).
STRUCTURAL DETAILS
Foundation plan complete enough:to construct building.
Floor construction details complete enough:to construct building.
3' Elevations and wall construction details complete enough to construct building.
4� Roof construction details complete enough to construct building.
Se;Fireplace construction details and calcs if necessary. Tyke t*
Sufficient data and details to satisfy energy requirements (State Law) (Form 1).
MISCELLANEOUS ITEMS TO LOOK OUT FOR
],- - -E posure I plywood on exposed locations and overhangs.
Stairway details: landings, rise and, run, head clearance, handrails (Sec. 3306).
! ,Guardrail details (Sec. 1711 & 3306(j)).
4,' Brick or stone veneer (Chapter 30).
-s-.-'Exterior plaster - weep screeds (Sec. 4706).
6,,' Proper roof pitch for roof covering (Chapter 32).
Y Rafter ties or bearing ridge beam.
RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85
J
MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D)
!SC
�Garage door or porch header sizes.
9� Adequate bracing.
'- Living area over garage - complete 1 -hour separation required on garage side
including supporting walls and posts, etc.
_ii- Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716).
12'.' Attic access and ventilation (Sec. 3205).
13� Underfloor access and ventilation (Sec. 2516).
14,'*- Wood stoves, clearances, alcoves & 1 -hour shafts.
15� Combustion air for fuel burning appliances.
6-' Noise requirements on duplexes.
-T Adobe soils - special foundation design.
Retaining walls requiring design. NLee spy^
40—Unusual shape, size or split level house requiring lateral design.
c- SV.e_�tS �,,, �; COt1Cr �as�6i�.t C►�O wo��/
c.� 51 Q �..r CS /a l�rw- � -T1 L
�vs o� 0
SLNow j \y Gµ`45
w .P (3d+ ��,o. x,10. � j sem., _V 4 G.�l.. s ► � -, C(e
X iy 8" ode,,,` s
�
s�
ell
(tS rcc.ctVeO h 7 6(". k
s ee
so se s�«<��rD
v � m tio�i-er-
NOTES '. �' RESIDENTIAL.
Y
.. �` ri:'x,6�p
5-51-0-07400-1478
PERMITNO..,_ffCHELIZI, KEVIN_________
6815'ALPHY'S LANE; NIAGALIA
CONTR: BLUE HAVEN POOLS
' 1. 4 RETAWWG . WALL
,lt
•tic,
i
5
r SPECIAL CONDITIONS
CHECKED
,SRA J . BY .
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
J SUB -STANDARD HOUSING LETTER
r
{
j
1'
t,JOB FINALED (Date) . .
u
Signature
V= OK
0 = Not OK
= Not Reedy Applicable 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-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /" L'ft.
/ /'Nat. or/ /"L"ft./ /'LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card -1 Date Card B-1
Date
Date
C d P -1 Date Card B -i
AL (Plans) OK except #'s
Easements
oil mpaction-Structure Stability
I Structure; Steel -Connections -Thickness
ead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- 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
J = OK
0 = Not OK
- = Not Applicable =Not Ready
Date
RESIDENTIAL (;
Date
Underfloor (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1.
Zoning -Setbacks -Easements -Flood -Slope
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
Garage Fire Protection Framing
6.
Stemwalls, Garage; Steel -Blackouts -Wrapped
Property Line Firewall & Openings
6a.
Hold Cowns and Special Anchors
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
7.
Slab, Steel -Wrapped
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
8.
Piers -Fireplace Ftg.-Steel
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
9.
D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
Siding -Nailing Veneer
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Glazing Area -Glass Protection -Skylights -Plastic
12.
Electric Underground
Shear Walls; Nailing -Bolts
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Brace Interior/Exterior Wall Panels
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Insulation -Walls -Ceilings
15.
Access & Ventilation
Infiltration -Walls -Windows
16.
Insulation
Date
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Ext. Steps -Door & Sidelight Protection -Landings
17.
Water Htr.; Vent -Access -Combustion Air Baffle
Smoke Detector
18.
Water Pipe; Test & Anchor -Nail Protection
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
Bedroom Exiting
20.
Shower Pan; Test, First Floor -Tub Access
G.F.I. & Bath Fixtures & Tub Access -Spa
21.
Test Tub & Shower, Second Floor -Tub Access
Elec. Trim & Subpanel, Breaker Sizes & Labels
22.
Gas Pipe; Sixe & Anchors
Stairs & Rails
70.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Elec. Outlets & Receptacles at Kit. Counter
23.
Fixture & Transformer Clearance -Ins. Protection
Garage Fire Door; Swing -Landing -Closure
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
A.C. Duct in Garage -Damper
25.
Size Boxes & No. of Conductors Stapled
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
26.
Romex Installed Close to Edge of Studs & C.J.
Plb., Elec. & Mech. Equip. Listed for Location
27.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
Insulation -Foam -Looked in Attic
29.
Subfeed byre Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
Guard Rails & Deck Construction -Post Caps
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral I] Yes ❑ No
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
31.
Service -Riser Conductors & Ground Main Disconnect
Clearance Looked under Floor O Yes
32.
Equip. Clearances Panels-Motors-Mech. Equip.
Following Instid./Drive J Yes 0 No/Walks 0 Yes :1 No/Planters 0 Yes ❑ No
33.
Clothes Closet Light -Shower Light -Spa Light
Stucco Brown -Finish
34.
Smoke Detector
A.C. Unit Disconnect, Electrical -Plumbing
85.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
Ventilation Throughout House
35.
A.C. Ducts Insulation & Support
Glass Protection
36.
Vent Fan, Exhaust above insulation
Corrections from Previous Inspections
37.
Condensate Drain & Overflow, Size & Grade
Gas Test -Meters Tagged, Gas -Electric
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
Water & Sewer Connected -C/O to Grade -HD Approval
39.
Attic Access & Platform if Furnace in Attic
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Date
Card B-1 Date Card B-1
Date
Da -.e
Card B-1 Date Card B-1
Date
Date
FRAMING (Permit) OK except #'s
Card B-1 Date Card B-1
40.
Sits Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops. Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
jingle & Duplex) '
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
82.
Following Instid./Drive J Yes 0 No/Walks 0 Yes :1 No/Planters 0 Yes ❑ No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Da -.e
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
��
' '
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COUNTY OF BUTTE
BUILDING DIVISION
DEFARTBI ENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530)_ 891-2751
7 County Center Drive • Oroville, CA • (530)'538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
'r
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 ovo any questions pertaining to this matter, or need additional explanation, -
please contact s office immediately.
yr '
Date i/! Inspector
REV 10192
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 0•
(Rev. 12/96) APPLICATION AND PERMIT r -
ASSESSOR PARCEL NUMBER
065-510-074
ZONING
TMI
BUILDING PERMIT
OWNER KEVIN
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
49 490.00
.OWNERS MAILING ADDRESS
6815 ALPHY'S LN MAGALIA 5
CONTRACTOR'S NAME
BLUE HAVEN POOLS
TELEPHONE '
899-8445
CONTRACTORS MAILING ADDRESS
575 FAIRCHILD SUITE 100A,
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$11500
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan CheckingFee
$93-00
BUILDING ADDRESS SAME
Energy Plan Checking Fee
$
PERMIT FEE
$ Sk )171
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑
Describe Work: RETAINING WALL
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S G W
@20.00
PERMIT FEE
$
ELECTRICAL PERMIT
Fling Fee 20.00
"00OR LESS
Main Service 200, OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is ' u1I force and effect. / (y A
License Class L Lic. No. G�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ I am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO I000A
46.00
NEW CONST. DITUNG occUP.
OR ADDNS. ( DITUN. sins.
so
3.5QFT:
NOWRE SID. MULTI.OUTLET
97.50
POWEA APPARATUS
a SINGLE OUTLET CSR.
Ex. Occup. oun Er OR FIXTURES
20@''00
fl4l @ .w
Ex. Occup. oFlx�e�OSA E.s p1 F
A ,
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirin
23.00
PERMIT FEE
$
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Cl 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' com ensation insurance carri a .policy umber are:
Carrier16
Policy Number IJ. 0
(The above sections need not be completed if the permit is for w rk 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
l
f rthw' c I w' h e r•visions.
workers' compensation provisions of section 3700 of the L7;,X;
X Date
Signature of Applicant - ❑ Owner ❑ Contra- - ❑ Agent. /
An OSHA permit is required for excavations over 5'0" deep and de olition o construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ 58.00
HAZ
D IMP OD
CDF
PARCEL
i
Pd
HD
S
This permit is hereb Issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for whi h fees have been paid.
By Z�4Dat�i
PERMIT EXPIRES ON G " 9 —0 I
Date
Receipt'Q4971 58.00
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 -County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT
ASSESSOR PARCELNUMBERD /_ zow BUILDING PERMIT
OWNER( TELFDNONE
SO. FT. OCC. BUILDING VALUATION
owNERs MAu►a Ao
PERMIT FEE S
CONTRACTOR'S NAMf�
T N��
CONTRACTORS 0 88�
I OO C#/Gc7
CONSTRU N LEND
q
L
LENDER'S MAILING ADDRESS
$
ARCHITECT OR ENGINEER
20.00
LICENSE NO.
ARCHITECT OR ENGINEERS MAILING ADDRESS
BUILDING ADDRESS
/ S Co U
LOT NO. I SUBDIVISIONS NAME
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
TYPE OF WORK
New ❑ Addition ❑ Rem el Utilities ❑ Ir7(;—r
Describe Work:
x9447/
Fireplace
PERMIT FEE S
EX. OCCU FIXED APPLNS. OR
OUiIETS RESID. EA.
ELECTRICAL
Total Valuation b
Fling Feell 0.00
Main Service
oo oA LLE
Filing Fee
$
200A TO 1000A
20.00
Permit Fee
S
/ S Co U
Plan Checking Fee
S
97.50
7j—
Energy Plan Checking Fee
S
a
PERMIT FEE
S
$°
PLUMBING PERMIT
Fling Feel
20.00
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
Ex. Occup. OUTLET OR FIXTURES
PERMIT FEE S
EX. OCCU FIXED APPLNS. OR
OUiIETS RESID. EA.
ELECTRICAL
PERMIT
Fling Feell 0.00
Main Service
oo oA LLE
23.00
Main Service
200A TO 1000A
46.00
NEW CONST,
OR ADONS,
DWELLING.
8 ACC. BLDS.
3,5¢so.
FT.
NEW CONST.
NON•RESID.
MULTI -OUTLET
BRAWN CIRMN"
97.50
Ex. Occup. OUTLET OR FIXTURES
20 ® 1.00
SAL .50
EX. OCCU FIXED APPLNS. OR
OUiIETS RESID. EA.
S.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
I PERMIT FEE $ 0
MECHANICAL PERMIT Fling Fee 1 20.00
Hood 1 6.50
Ventilation
PERMIT FEI_ $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ CONST. TYPE TOTAL FEE $
. 10. FEES IMP FLOOD I COF I PAAKMD
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
f�r+>•�Y'y'.�n°..�•�,�e5��,!'•r��..vr t�"t"`7'P'w}r`,My74`r,�y"�Le1'�l!'��.+�. r �Y�!'e" ht,_`iYy�' '^ � ��'�`''I�•'i'.-.'7I'1� �1n.r`�-. ��n.r� n
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARC ER: (--7 5-- S l eqo'2 i
Proposed Building Use: _ Building Inspector: Date:
At time of permit application, I w adxisec� t fo g data must be submitted prior to permit processing and/or issuance:
(�{� Date Received By
Allitems have been submitted .-------------------------------------------------------------------------------------
2. 'lot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------
❑ mplete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
C.Egineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --------
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
06. Energy Design Compliance and supporting documentation. ----------------------------------------------------
07. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------
❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications -------------------
0 10. Fees of $ -------------------------------------------------------------------------------------
❑ 11. Impact fees as shown on the attached schedule.-----------------------------------------------------------------
❑ 12. California Department of Forestry plan approval/fees.---------------------------------------------------------
❑ . Flood elevation certificate. ---------------- ,;----------------------------
anitation and plot plan approval Health Department.
❑ 15. City of Chico plumbing permit. ---------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs.
❑ 17. Planning approval for (A) Use: (B) Parking:.
❑ 18. Contact Land Development about ❑ Improvements, 0 Drainage, ❑ Legal Parcel.
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --
020. Pre -inspection for required Request to Building Inspector on
/�
❑21. ontractor's license information. (Number, Name Style, Classification). -----------------------------
% 2. Workers' Compensation carrier and policy number. -----------------------------------------------------
(Date)
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - --------------------------------------
024. Letter of signature authorization. --------------------------------------------------------------------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- -----------------------------------
❑26: Letter of intent on building use. -----------------------------------------------------------------------------------
❑ 27. Manufactured Home utility clearance. ---------------------------------------------------------------------------
❑28. Existing violations and/or expired permits. ----------------------------------------------------------------------
❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .---------------
1130.
--------------
❑30. Other: -------
6lephone
you iss u th tV77
as follows ❑ Mail to owner, OMa' to con tor.
5 and hold for pickup at �/ ► G(1�/ Oce Deliv i inspector.
f ) ®o
Applicant: Date: v
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date:
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, ❑ 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, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildingyrivision counter, by Dato:
Plans reviewed by: Date: Plans approved by: Date: /
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:
Yellow Copy - Department of Development Services, Building Division.
8 Lj TTE cou N., TV.
3UILDING, 08
APPROVto.
I<IYSTOM
RETAINING WALL SYSTEMS
RETAINING WALL SYSTEMS
USING THE STANDARDIZED MANUAL FOR ENGINEERED WALLS
UP TO SIX (6') FEET IN HEIGHT
This manual was specifically written, and all material contained has been designed, for the KeyStone
Retaining Wall System only. Each size block has different weight and size considerations. This stan-
dardized manual applies to the following KeyStone units:
KEYSTONE STANDARD
size: 18"w x 8"h x 22"d
weight: approx. 94 lbs.
1 sq. ft. face
. * 30 units per pallet
KEYSTONE COMPAC (INTERNATIONAL)
size: 18"w x 8"h x 12 1/2"d
weight: approx. 70 lbs.
;�....
1 sq. ft. face
titin
45 units per pallet
KEYSTONE MINI or MINI/COMPAC (Combination)
notes: Gravity wall (case A): wall height
is four (4) feet max. (no geogrid)
and the following factors must
apply:
a. UBC soil type 4 or 3 or better
b. Level backfill behind wall.
No surcharge or load (case A only)
Reinforced wall (any case with geogrid):
maximum height with engineering -
unlimited.
notes: Gravity wall (case A): wall height
is three (3) feet max. (no geogrid).
The following factors must apply:
a. UBC soil type 4 or 3 or better
b. Level. backfill behind wall. No
surcharge or load ( case only)
Reinforced wall (any case with geogrid):
maximum height with engineering -
unlimited.
notes: Gravity wall (case A): wall height
is three (3) feet max. (no geogrid).
size: 18"w x 4"h x 10 1/2"d The following factors must apply:
weight: approx. 31 lbs. a. UBC soil type 4 or 3 or better
1/2 sq. ft. face b. Level backfill behind wall. No
80 units per pallet surcharge or load (case only)
\4
Reinforced wall (any case with geogrid):
maximum height with engineering -
unlimited.
GEOGRID REINFORCEMENT: TENSAR BX 1200 BIAXIAL GEOGRID MINIMUM LONG
TERM ALLOWABLE DESIGN STRENGTH (LTDS) = 380 LBS/FT
1
THE FOLLOWING FACTORS MUST BE CONSIDERED ON EACH
KEYSTONE RETAINING WALL PROJECT:
1. How high is this wall installation?
2. What surcharge or load is acting on the backfill behind the wall? (See
illustration -next page)
3. Do I need to apply for a building permit?
a) Depending on the wall height and loading condition the
standardized engineering manual may be used, the wall may not
need a permit. Check with your local building department.
4. Is the wall application a gravity stack (no geogrid required) wall? (See
design tables)
5. If the wall is a gravity stack wall, what block size should I use?
a) A Standard Keystone unit with level backfill (Case A) can be
used *to a maximum height of 4 feet.
b) An International Compac Keystone Unit with level backfill
(Case A) can be used to a maximum height of 3 feet.
6. Is this application a soil reinforced (geogrid required) wall? (See
design tables)
7. What Uniform Building Code (UBC) class of soil is on this specific job site?
8. Does the Standardized Engineering Manual apply to this project?
2
4
c
STEP BY STEP PROCEDURE FOR USING THIS MANUAL
1. Determine the required gall height of your wall. The exposed wall height (i) is the
distance from the ground surface to the top of the planned wall.
2. Determine which "case" or loading condition applies to your project. Case A is for
level backfill conditions with no loading behind the wall. Case B is for level backfill
conditions with a uniform surcharge loading applied above the wall area. The value of
100 pounds per square foot (psf) applies to automobile parking and light traffic areas.
Case C applies to sloping backfill conditions where slopes do not exceed 2 horizontal to 1
vertical.
CASE A
CASE B
CASE C
LEVEL BACKFILL LEVEL BAWILL SLOPED BACKFILL (2t*W MAXIMUM)
NO SUR04ARCE WFORM SUR04ARCE NO SUR04ARCE
3. Determine which Uniform Building Code (UBC) soil classification is applicable to
the soil conditions on your site.
UBC Type 3
This soil type includes Sandy GRAVEL
and/or
GRAVEL (GW and GP) type soils.
UBC Type 4
This soil type includes
SAND, Silty SAND, Clayey SAND,
Silty GRAVEL and Clayey GRAVEL
(SW, SP,SC, GM and GC)
type soils.
Note: When using the Standardized Manual for your design and applying for a building
permit you may be required to document the UBC soil type on your project. A letter
may be required from a licensed engineer to assist in identifying your specific soils.
Typically, a complete soils report and investigation is not necessary. As a home
owner, you may have access to the soils report from your original construction or
subdivision. The building or public works department may have the necessary
information on file.
3
4. Determine the specific requirements for your wall using the attached Design
Tables.
a) Case A, B or C
b) UBC Soil Type 4, 3 or better
c) Size of block
5. Determine Design
a) Geogrid length (Lg). Geogrid length is measured from the face of the
KeyStone block to the back of the geogrid.
b) Number of geogrid layers
c) Position of geogrid above the base of the lowest unit
6. Submit to the Building Department (if required)
a) "Wet Stamped" Standardized Manual, Specifically identify the engineered design
that applies to your project.
b) a copy or original KeyStone Buyiine 2802, which outlines all recommended
installation procedures for the KeyStone Retaining Wall System.
c) any other documents requested by the building department.
7) Other special considerations: If present on your site this manual may not apply! (Consult
a soil engineer).
a) unusual water or drainage problems
b) tiered wall applications (spacing of walls is critical)
c) down slope in front (toe) of wall
d) walls higher than six (6) feet
e) special "loading" conditions (ie highway or heavy truck traffic)
f) backslopes steeper than 2 horizontal to 1 vertical (2H:1V)
4
I <Ty!Is 10
RETAINING WALL SYSTEMS
GEOGRID ORIENTATION
/ TO WALL FACE (BX 1200)
I � I
\ LONG AXIS /
GEOGRID TO PIN .
CONNECTION
WHEN USING STANDARD KEYSTONE UNITS
MINI OR COMPAC (International) .UNITS MAY
BE SUBSTITUTED ON THE TOP TWO COURSES.
.. I
I GRID 3
LEVELING PAD, COMPACTED GRANULAR FILL 1/2' TO 3/4'
CRUSHED STONE OR GRAVEL OR COMPACTED DRAINAGE MATERIAL
(NEVER PEA GRAVEL)
. FOR WALL LESS THAN 4' IN HEIGHT, LEVEL BACKFILL
(CASE A), ONLY 4' EMBEDMENT 1S REQUIRED
TYPICAL WALL SECTION
FOR STANDARD, COMPAC (International), OR MINI KEYSTONE BLOCKS
I
1 IIIII
I
Lg
III=
EXPOSED WALL
H
I
REINFORCED TI NATIVE
HEIGHT
- WALL FILL UNDISTURBED
CRUSHED I
����'G MATERIAL
DRAINAGE
MATERIAL I GRID 2j��/�`i
•••----+---------•-------•■
I
I
GRID 1
2X Min.
,
1 I I l I I � I
1—I
:I =1 I-1 '-
I � 8' EMBEDMENT
°:;
TYPICAL
4' PERFORATED PIPE (2X Min. Grade) DRAIN
"° ° " °
' •' °:'•°
LINE SHOULD BE DISCHARGED TO CLOSED
°'= •'��'�: �'=°
" ° ' •°� •'�
CONDUITS OR AREAS PROTECTED AGAINST EROSION.
11F I�III III=III=1
P- NO OTHER DRAINAGE SOURCES SHOULD BE CONNECTED
=Iii=11..
TO THIS PIPE.
LEVELING PAD, COMPACTED GRANULAR FILL 1/2' TO 3/4'
CRUSHED STONE OR GRAVEL OR COMPACTED DRAINAGE MATERIAL
(NEVER PEA GRAVEL)
. FOR WALL LESS THAN 4' IN HEIGHT, LEVEL BACKFILL
(CASE A), ONLY 4' EMBEDMENT 1S REQUIRED
TYPICAL WALL SECTION
FOR STANDARD, COMPAC (International), OR MINI KEYSTONE BLOCKS
STANDARD BLOCK ALL BATTERS
UBC SOIL TYPE 4
EXPOSED
WAIL.
FMc'HT
�)
TOTAL GRID
LENGTH
(Lg*)
(INCHES)
NUMBER OF
GEOGRID
LAYERS
GEOGRID POSITION ABOVE THE SASE
OF THE LOWEST UNIT ONCHES)
GRID1
GRID2
GRID3
3.0
-
-
-
-
-
4.0
-
-
-
-
-
5.0
42
2
32
56
-
6.0
1 48
3
24
40
64
• Lg GRID LENGTH 15 MEASURED FROM THE FRONT FACE OF THE 1ZYSTONE UNIT TO THE BACK OF THE GP.OGRID
STANDARD BLOCK ALL BATTERS
UBC SOIL TYPE 3
EXPOSED
WALL
HEIGHT
(FEET)
TOTAL GRID
LENGTH
(L90)
(INCHES)
NUMBER OF
GEOGRID
LAYERS
GEOGRID POSITION ABOVE THE BASE OF
THE LOWEST UNIT (INCHES)
GRID 1
GRID 2
GRID 3
3.0
-
-
-
-
-
4.0
-
-
-
-
-
5.0
36
1
48
-
-
6.o
36
1
48
-
-
• Lg - GRID LENGTH 15 MEASURED FROM THE FRONT FACE OF THE XZYSTONE UNIT TO THE BACK OF THE GEOGRID
Standard Unit CASE A
LEVEL BACKFILL
NO SURCHARGE
M
" t �
a
COMPAC ATONAL) BLOCK- ALL BATTERS
UBC SOIL TYPE 4
M
7
EXPOSED
TOTAL GRID
GEOGRID POSITION ABOVE THE BASE
WALL
LENGTH'
OF THE LOWEST UNIT (INCHES)
HEC'H
(Le)
NUMBER OF
HEIGHT
(Le)
(FEET)
(INCHES)
GEOGRID
GRID1
(FEEI)
(INCHES)
GEOGRID
GRID
GRID2
GRID3
GRID4
3.0
LAYERS
-
-
-
-
3.0
-
-
-
-
-
-
4.o
36
2
24
40
-
-
5.0
36
3
16
32
56
-
6.0
42
4
16
32
48
64
-to -GRID LENGTH IS MEASURED FROM THE FRONT PACE OP THE IEVSTONE UNR TO THE BACK OF THE GEOGRID
COMPAC (IM RNAMNAL) BLOCK- ALL BATTERS
UBC SOIL TYPE 3
EXPOSED
TOTAL GRID
GEOGRID POSITION ABOVE THE BASE OF
WALL
LENGTH
THE LOWEST UNIT (INCHES)
HEC'H
(Le)
NUMBER OF
(FEET)
(INCHES)
GEOGRID
GRID1
GRID2
GRID3
LAYERS
3.0
-
-
-
-
-
4.0
30
2
24
40
-
5.0
36
2
24
48
-
6.o
42
3
24
40
64
- LS - GRID LENGTHS MEASURED FROM THE FRONT PACE OF THE msTONE UNLT TO THE RACc OF THE GEOGRID
CASE A
LEVEL BACKFILL
NO SURCHARGE
International
Compac Unit
STANDARD BLOCK ALL BATTERS
UBC SOIL TYPE 4
EXPOSED
TOTAL GRID
NUMBER OF
GEOGRID
LAYERS
GEOGRID POSITION ABOVE THE BASE
WAIL.
LENGTH
GRID3
OF TEE LOWEST UNIT (INCHES)
-
-
NUMBER OF
HEIGHT'
(L8')
GEOGRID
1
32
-
(FEET)
(INCHES)
36
GRID1
GRID2
GRID3
-
6.o
LAYERS
3
32
40
3.0
-
-
-
-
-
4.o
36
2
32
40
-
5.0
42
2
24
48
-
6.o
48
3
24
40
64
• Lg -GRID LENGTH IS MEASURED FROM THE PROM PAGE OP THE KEYSTONE UNIT TO THE BACK OP THE GEOGRID
STANDARD BLOCK ALL BATTERS
UBC SOIL TYPE 3
"EXPOSED
WAIL
HEIGHT
(FEET)
TOTAL GRID
LENGTH
(Lg•)
(INCHES)
NUMBER OF
GEOGRID
LAYERS
GEOGRID POSMON ABOVE THE BASE OF
THE LOWEST UNIT (INCHES)
GRID1
GRID2
GRID3
3.0
-
-
-
4.0
36
1
32
-
-
5.0
36
2
40
48
-
6.o
36
3
32
40
64
• Lg - GRID LENGTH IS MEASURED FROM THE FRONT PACE OF THE IEYSTONE UNIT TO THE BACK OF THE GEOGRID
Standard Unit CASE B
LEVEL BACKFILL
SURCHARGE = 100 PSF
D
COMPAC ANONAL) BLOCK ALL BATTERS
UBC SOIL TYPE 4
EXPOSED
TOTAL GRID
GEOGRID POSITION ABOVE TBE BASE
WAIL
LENGTH
NUMBER OF
OF THE -LOWEST UNIT (INCHES)
HEIGHT
(Le)
NUMBER OF
HEIGHT
(Lg*)
TEM
(INCHES)
GEOGRID
-
GRID1
GRID2
(FEET)
(INCHES)
GEOGRID
GRID1
GRID2
GRID3
GRID4
3.0
24
LAYERS
32
-
_
'4.o
3.0
36
1
24
-
5.0
36
4.0
42
2
24
40
-
-
5.0
42
3
16
32
40
-
6.0
48
4
24
40 7
56
64
• 18 - GRID LENGTH IS MEASURED FROM THE FRONT PACE OF THE MSPONE UNIT TO THE HACK OF THE GEOGRID
COMPAC ATIONAL) BLOCK ALL BATTERS
UBC SOIL TYPE 3
EXPOSED
TOTAL GRID
GEOGRID POSITION ABOVE TSE BASE OF
WALL
LENGTH
NUMBER OF
THE LOWEST UNIT (INCHES)
HEIGHT
(Le)
TEM
(INCHES)
GEOGRID
-
GRID1
GRID2
GRID3
LAYERS
3.0
24
1
32
-
_
'4.o
36
2
32
40
-
5.0
36
2
24
56
-
6.o
42
3
32
48
64
• Ig - GRID LENGTH tS MEASURED FROM THE FRONT FAQ OF THE MSTONE UNIT TO THE BAOC OF THE GEOGRID
m
CASE B
LEVEL BACKFILL
9 SURCHARGE = 100 PSF
Compac Unit
•W -
STANDARD BLOCK- ALL BATTERS
UBC SOIL TYPE 4
EXPOSED
WAIL.
HEIGHT
TEST)
TOTAL GRID
LENGTH
(Le)
(INCHES)
NUMBER OF
GEOGRID
IAYERS
GEOGRID POSITION ABOVE THE BASE
OF TSE LOWEST UNIT (INCHES)
GRID1 GRID2
GRID3
GRID4
3.0
-
-
- -
-
-
4.o
48
2
16 1 40
-
-
5.0
60
3
16 24
56
-
6.o
66
4
24 32
48
64
• Lg - GRW LENGTH M MEASURED FROM THE FRONT FACE OF THE KEYSTONE UNIT TO THE MACK OF THE GEOGRID
STANDARD BLOCK ALL BATTERS
UBC SOIL TYPE 3
" EXPOSED
TOTAL GRID
GEOGRID POSITION ABOVE THE BASE OF
WALL
LENGTH
THE LOWEST UNIT (INCHES)
NUMBER OF
HEIGHT
(Le)
(FEEI)
(INCHES)
GEOGRID
GRID1
GRID2
GRID3
GRID4
IAYERS
3.0
-
-
-
-
-
-
4.0
30
1
40
-
-
-
5.0
42
2
32
56
-
-
6.0
48
4
16
24
40
64
• Lg - GRID LENGTH 15 MEASURED FROM THE FRONT. FACE OF THE RYYSTONE TWIT TO THE HAOC OF THE GEOGRID
Standard Unit CASE C
SLOPING BACKFILL
NO SURCHARGE
10
61
COMPAC (INTERNATIONAL) BLOCK- ALL BATTERS,
UBC SOIL TYPE 4
EXPOSM
WALL
HEIGHT
(FEET)
TOTAL GRID
LENGTH
()
(INCHES)
NUMBER OF
GEOGRID
LAYERS
GEOGRID POSITION ABOVE THE BASE
OF TETE LOWEST UNIT (INCHES)
GRID1
GRID2
GRID3
GRID4
GRID
5
3.0
54
1
24
-
-
-
-
4.0
54
3
16
32
40
-
GRID3
'o54
4
.16
32
40
56
-
6.0
60
5
16
24
32
48
64
• Lg - GRID LENGTH IS MEASURED FROM THE FRONT FA(M OF THE KEYSTONE UNIT TO THE BACK OF THE GEOGRID
COMPAC ATIONAL) BLOCK ALL BATTERS
UBC SOIL TYPE 3 '
EXPOSED
TOTAL GRID
GEOGRID POSITION ABOVE THE BASE OF
WALL
LENGTH
THE LOWEST UNIT (INCHES) -
NUMBER OF
HEIC'HT
(Le)
(FEET)
(INCHES)
GEOGRID
GRID1
GRID2
GRID3
GRID4
LAYERS
3.0
36
1
24
-
-
-
4.0
42
2
24
40
-
-
5.0
42
3
16
32
56
-
6.0
54
4
24
32
48
64
• Lg - GRLD LENGTH IS MEASURED FROM THE FRONT FACE OF THE KEYSTONE UNIT TO THE BACK OF THE GEOGRID
CASE C
SLOPING BACKFILL
11 NO SURCHARGE
KEYSTONE WALL CONSTRUCTION STEPS
NOTE: Installation video tapes and construction details are
available at your local KeyStone dealer.
STEP 1. PREPARATION OF THE FOOTING
Excavate trench for leveling pad to required depth and width. Trench width is
determined by selecting the block size (face to tail) plus the 12" drain zone
behind wall. The trench depth should be the depth of the compacted base, 6"
minimum, plus required embedment (8" minimum). KeyStone units should be
placed on compacted drainage material of crushed rock. (never use pea gravel)
Provide a level base course, leveling front to back and side to side.
STEP 2. INSTALLING THE BASE.COURSE.
Install the first layer of KeyStone modules by laying units side to side over the
prepared foundation, keeping all units level. Place KeyStone units so that pin
holes are visible on top side of block. The kidney shaped receiving holes go
completely through the block. Level each block front to back and side to side.
After the base course is installed, the drain pipe should be laid directly behind
the tails of the KeyStone units. Be sure to direct the pipe to daylight in order to
avoid any hydrostatic pressure.
STEP 3. INSTALLING THE INTERLOCKING PINS
Place high strength fiberglass pins into paired holes in each module. Tap each
pin into a "set" position with hammer. The front pin holes will provide a near
vertical wall. The back pin holes will give you a 1:8 batter, (1" set back per
course). Alternating pin holes on each course will achieve a 1:16 batter, (1/2"
set back per course). Walls with tight curves normally require the use of the
front pin to avoid the "pinching" or "gapping" created by high curved walls
with batter. The next course receives the pins via the kidney shaped holes
providing the set back selected.
STEP 4. INSTALLING THE BACKFILL
The backfill (crushed stone) behind each layer of KeyStone modules should
extend 12" minimum behind the wall and consist of permeable material as
shown. Remaining backfill should consist of compacted native material (UBC
Class 3 or 4 as appropriate) or select imported fill. Silt, clay or organic soil
should not be used for backfill.
All voids in and between KeyStone units must he filled with crushed drain
rock. Mechanically compact the backfill according to general notes. (Note:
Within 12 inches of the wall only light vibratory equipment should be allowed.)
STEP 5. GRID INSTALLATION
Cut the geogrid into proper lengths and install over the fiberglass pins. Grid
lengths on the engineered design charts reflect the distance from the pins to
the back of the geogrid. I.E., a wall height requiring 3 foot grids and using
compacs would only have grid extending out the back of the block approxi-
mately 2 feet. Care should be taken to install the geogrid in the proper orienta-
tion to the wall face (see typical cross section). Tensar BX series grids will
roll out parallel to the face of the wall. Tensar UX series will be cut and
installed perpendicular to the face of the wall. Gcogrids should be pulled taut
and anchored until sufficient fill has been placed to maintain tension with the
grid. Stakes may be used to maintain tension. Do not allow wrinkles and slack
to develop. The geogrid must remain in tension against the pins. Continue
backfill placement and compaction.
STEP 6. INSTALLATION OF ADDITIONAL COURSES
Sweep the KeyStone blocks clean of sand, gravel, etc. Place the next layer of
KeyStone modules over the positioned fiberglass pins protruding from the
layer below. Install each unit so that it bridges two units below in a running
bond pattern. The kidney shaped hole should fit down over the pins sticking
up from the lower units. Be sure to position each unit as far forward (toward
face) as possible. Both pins must make full contact against the back of the
kidney holes. This positioning will set the block in the proper batter (set back).
STEP 7. INSTALLING KEYSTONE CAPS
Use KeyStone Cap units for the final layer to complete your KcyStonc retain-
ing wall. As with standard, compac, or mini units, place the KcyStonc cap unit
over the projecting pins from the units below. Both 4" or 8" units are available
as wall cap options. Straightsided caps are available to eliminate the pie shape
voids on the top of straight walls. (Note: In areas of high public accessibility
and possible vandalism, use a masonry adhesive or epoxy to secure the
KeyStone cap layer.)
5
12
GENERAL NOTES
1. Site preparation, footing preparation, installation of the base course, KeyStone concrete modules,
interlocking pins, backfill, and caps should conform with the "Installation Guidelines," "Specification
Guidelines," and other recommendations prepared by the manufacturer/supplier.
2. The grid should be placed such that the strongest direction is perpendicular to the face of the wall.
3. It is the responsibility of the owner to confirm that global stability is acceptable.
4. If site conditions, soil properties, surface water, or groundwater conditions vary from those assumed in this
analysis, a geotechnical engineer should be notified immediately to allow a re-evaluation of the design.
5. All retaining walls are to be founded on competent well drained material. Any unstable foundation
material should be excavated to a depth as recommended by the geotechnical engineer and replaced with
select granular fill. All fill should be moisture conditioned and compacted to at least 90% of the
Laboratory Maximum Dry Density as determined by the ASTM D1557 Test Method (Modified Proctor).
Where relative compaction is referred to herein, it is in reference to the ASTM D1557 Method.
6. Where imported backfill is called for, Caltrans Class 2 aggregate base, or similar, should be used. Where
drainage material is called for, Caltrans Class 1 or 2 crushed permeable material, or similar, should be
used. All select material should be compacted to at least 90% relative compaction, except within 12 inches
of the back tail of block where only light vibratory equipment is allowed
7. The designs contained herein are applicable only with the products described. Structural characteristics
unique to KeyStone products were utilized in design.
LIMITATIONS
The recommendations presented in this manual are based on the assumption that site preparation, footing
preparation, installation of the base course, KeyStone concrete modules, interlocking pins, geogrids, backfill
and caps are in conformance with the recommendations of the manufacturer/supplier and recommendations
contained herein. The design tables presented are based on assumed soil parameters; actual soil conditions
may vary. It is the responsibility of the owner or his representative to insure assumed design values are
applicable and global stability is acceptable. If conditions vary from those assumed, a geotechnical engineer
should be notified immediately to allow a re-evaluation of the design.
By accepting the designs in this manual Client agrees to limit the liability of Vector Engineering, Inc. from
Client and all other parties for claims arising out of the use of these designs to the cost of the KeyStone wall.
Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the
aforementioned limit. This manual has been prepared in accordance with generally accepted engineering
practice which exists in the area at the time of our analysis. No other warranty is expressed or implied.
VECTOR
ENGINEERING, INC
13
NOTES RESIDENTIAL
065-51-"74 00-1479
PERMIT NO. - MICHELIZI,_KEV`IN_, _ _ .
6815 ALPHY' S LANE, MAGALIA
CONTR: BLUE HAVEN POOLS
NEW POOL
e ~
1117
SPECIAL
—s—_—
SPECIAL CONDITIONS
CHECKED
BY
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
f
I
•,t
{
JOB FINALED (Date) G�
Signature
✓ = OK
4.
0 = Not OK
cks-Easements
ompaction-Structure Stability
- = Not Applicable MOBILE HOMES
= Not Ready
eceptacles and Lighting, Distance-GFI
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
eC,evriffnciosures;
1. Zoning Requirements -Setbacks -Easements
Well Clearance & Disconnect
2. Soils; Special MH Support Sketch
8.
3. Sewer; Location -Test -Fall -C/O -Concrete
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors
Shthg.-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date_,, -FINAL
4.
Water; Location -Test -Easement Needed (Sketch)
cks-Easements
ompaction-Structure Stability
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
eceptacles and Lighting, Distance-GFI
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or / /"L"ft./ /'LPG
eC,evriffnciosures;
7.
Well Clearance & Disconnect
onding; Metal w/5' -Circulating Equip. -Heater
8.
Utility Clearance
Approval
1 lum
ir. Test -Water Supply Test
1Z t Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts- Bea ms- Rhrs.-Connectors
Shthg.-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date_,, -FINAL
(Plans) OK except #'s
Se
Soi
cks-Easements
ompaction-Structure Stability
ool Structure; Steel -Connections -Thickness
Dea en -Lining
lec.
eceptacles and Lighting, Distance-GFI
ec
001Lighting; 15 Volts-GFI
eC,evriffnciosures;
Conduit Entries -Terminals -Listed
lec
onding; Metal w/5' -Circulating Equip. -Heater
lec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Box nclosures-Panelboards-Ins. to Main in Conduit
e�epartment
Approval
1 lum
ir. Test -Water Supply Test
1Z t Niche
Date 9 4 ; Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
V= OK
0 = Not OK
- = Not Applicable
= Not Ready
RESIDENTIAL (;
Date
Underfloor (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1.
Zoning-Setbacks-Easements-Flood-Slope
Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng.
2.
Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
4.
Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
Garage Fire Protection Framing
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Property Line Firewall & Openings
6a.
Hold Downs and Special Anchors
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
7.
Slab, Steel-Wrapped
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
8.
Piers-Fireplace Ftg.-Steel
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
9.
D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test
Siding -Nailing Veneer
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
11.
Water Pipe; Test-Anchors-Regulator-Service Test
Glazing Area -Glass Protection -Skylights -Plastic
12.
Electric Underground
Shear Walls; Nailing -Bolts
13.
Plenums & Ducts; Clearance-Material-Support-Ins.
Brace Interior/Exterior Wall Panels
14.
Girders-Sills-Anchor Bolts-Joists-Vents-Crippies
Insulation -Walls -Ceilings
15.
Access & Ventilation
Infiltration -Walls -Windows
16.
Insulation
Date
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Ext. Steps -Door & Sidelight Protection -Landings
17.
Water Ftr.; Vent-Access-Combustion Air Baffle
Smoke Detector
18.
Water Pipe; Test & Anchor-Nail Protection
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
19.
D.W.V.; Test Fittings & Anchor-Nail Protection
Bedroom Exiting
20.
Shower Pan; Test, First Floor-Tub Access
G.F.I. & Bath Fixtures & Tub Access -Spa
21.
Test Tub & Shower, Second Floor-Tub Access
Elec. Trim & Subpanel, Breaker Sizes & Labels
22.
Gas Pipe; Sixe & Anchors
Stairs & Rails
70.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
72.
ELECTRICAL (Permit) OK except #'s
23.
Fixture 8 Transformer Clearance-Ins. Protection
24.
Elec. Receptacles Spacing-Lights & Switches at Doors
25.
Size Boxes & No. of Conductors Stapled
26.
Romex Installed Close to Edge of Studs & C.J.
27.
Equip. G,ound made up w/Mech Fasteners-Bond Gas & Water
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
29.
Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30.
Range Circle / / ga Cu or Al-Oven Circ. / / ga Cu or At
Insulated Neutral Q Yes Q No
31.
Service-Riser Conductors & Ground Main Disconnect
32.
Equip. Clearances Panels-Motors-Mech. Equip.
33.
Clothes Closet Light-Shower Light-Spa Light
34.
Smoke Detector
84.
A.C. Unit Disconnect, Electrical -Plumbing
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Water Well, Disconnect, Electrical, Plumbing
MECHANICAL (Permit) OK except #'s
87.
35.
A.C. Ducts Insulation & Support
88.
36.
Vent Fan, Exhaust above insulation
89.
37.
Condensate Drain & Overflow, Size & Grade
90.
38.
Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet
91.
39.
Attic Access & Platform if Furnace in Attic
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Date
FRAMING (Permit) OK except #'s
Date
40.
Sits Proper Materials & Anchors
Card B-1 Date Card B-1
41.
Walls Studs-Nailing Spacing & Braces-Plates-Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs
45.
Headers & Beams-Size & Bearing
Tingle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor Q Yes
82.
Following Instld./Drive J Yes 0 No/Walks :) Yes :1 No/Planters 0 Yes J No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER
�
yIIJ�p�
(Rev. 12/96) APPLICATION AND PERMIT �'9`TGy
ASSESSOR PARCEL NUMBER065-510-074
ZONING 1
BUILDING PERMIT
OWNER
KEVIN MICHELIZI
TELEPTlH1TO�AINE
SO, FT, OCC. BUILDING VALUATION
EST 20500.00
OWNERS MAILING ADDRESS
6815 ALPHY'S LN, MAGALIA 95954
CONTRACTORS NAME
BLUE HAVEN POOLS
TELEPHONE
899-8445
CONTRACTORS MAILING ADDRESS
275 FAIRCHILD 100A CHICO 95973
CONSTRUCTION LENDER
Fireplace
LENDERS MAILING ADDRESS
Total valuation $ 20
500.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ `
BUILDING ADDRESS
SAME
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
$ 2
LOT NO.
SUBDNISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Feel 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O_
Describe Work: NgW p()C)I-
MASTER 01503-97
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE
S 35.00
ELECTRICAL PERMIT
Fling Fee 20.00
OOOVOR LESS
Main Service A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is CS.L in full force and effect. ' ��
License Class Lic. No.
C—
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and, elicy nu ber are:
Carrier �, 0,,, �l�T►��Q,�
Policy Number n I r Q d n U } 9 (.::1
(The above sections need not be completed if the permit is for work ofvaluation
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 theI/
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith cc ly wit, a provislo s.
X l Date Z 7/00
Signature of Applicant - ❑ Owner ❑ Contractor ❑ Age t
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Main Service TO 46. 00
CCU000A
WEE200A
so
NEW CONST. DWELLING OCCUP. 3.5¢F°;
ACC.BLDDS.
ORNEW
oNS. (NST.
n&
NON•RESID. @7.50
POWER APPARATUS
a SINGLE 0. CIR.
.00
EX. Occup. OUTLET OR FIXTURES BAL O I. 0
Ex. Occup. DFIx�e Aa OR 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirina 23.00
POOL 30.00
PERMIT FEE t
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
CONST. TYPE
TOTAL FEUMIM 344.00
E_:HAZ.7D.FG6
IMP FLOOD
COF
PARC(
PD
HD
ISSU
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By N/'
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
Date 27,00
'I I/
to
ReceiptNo. 294971/$344.00
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
II
✓'•+"1'•'/lI� L.µ `y�
a4M ��,,��.."� :•kms•
COUNT OF BUTTE - DEPARTMENT.'OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 CUNTY CENTER DRIVE - OROVII LE,,CALIFORNIA 95965 - TELEPHONE (530) 538-7541
VERMIT APPLICATION DATA SHEET
OWNER: C (i E L --ASSESSOR PARCEL NUMBER: e9elp
Proposed Building Use: Building Inspector: Date:
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
❑ '' 1 iiems have been submitted.-------------------------------
C{ Z. P.16t plans, 3/4 sets, signed by the preparer of plans. ------
03.
-----
❑3. Complete plans, 3/4 sets, signed by the preparer of plans.
❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!---------
E16.
--------
❑6. Energy Design Compliance and supporting documentation. -------------------------------------------
❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------
0 8. Hazardous Material Form. ---------------------------------------------------------------------------------
❑ 9. Manufactured Home data and installation instructions; including Tie Down Specifications .---------
❑ 10. Fees of $
❑ 11. Impact fees as shown on the attached schedule. ---------------------
❑ 12. California Department of Forestry plan approval/fees.--------------
j13 lood elevation certificate. ---------------------------------------------
tation and plot plan approval Health Department.
❑ 15. City of Chico plumbing permit. ---------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ---
❑ 17. Planning approval for (A) Use: (B) Parking: _
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ---------------------'
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy) ----------------------------
0 20.
--------------------------
❑20. Pre -inspection for required Request to Building Inspector on
21 ontractor's license information. (Number, Name Style, Classification). --------------------------- --
2. Workers ,,eompensathon carver and policy number. -------------------------------------------------- -------
E-123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).
024. Letter of signature authorization. ------------------------------------------
❑25. Recorded copy of Agricultural Acknowledgment Statement. -----------
❑26. Letter of intent on building use. --------------------------------------------
027. Manufactured Home utility clearance. -------------------------------------
❑ 28. Existing violations and/or expired permits. -------------------------------
(Date)
0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .---------------
030.
--------------
❑30. Other: -------
10
eTleypohon
is a t,s as llows 11Mail to owner, ❑Ma'1 contractor.
eP and hold for pickup at office. =erinspector. %� 'ry l�
.Applicant: Date:
�/ 1l — V
„ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By:
,,._,,Copy
``" "= 'Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
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, ❑ 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, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by. Date:
Plans reviewed by: Date: Plans approved by: Date:
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:.
Yellow Copy - Department of Development Services, Building Division.
4
_TO-: - Building -Department
FROM: Environmental Health
r SUBJECT: Sanitation Clearance
E.H. USE ONLY
Plot Plan Anaeha�
Floor Plan AMU he O
Sant to B.D. (0
l� M,c lieli2i (o &l.S A/rnh44s LA 6)�q5_ S10 0-74-
--
Owner Location AP#
Plan Approved for: Sewage Disposal ►' Water Supply: Public Private Well
Clearance for dwelling.(:9the �nd^ 96t_a6tn .
Hold final for:
Final clearance O.K. for:
NOTE:
Co - /S -OZ)
Environmental Health Specialist Date
8/96
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7'County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT
A9sEssoRPARCELNUMreat / r �yl J D �/J :oN J BUILDING PERMIT
°YV l/ `� NER
TELEPHONE l SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS/ L��!" G<� �✓ 9iMT
CONTRACTOR'S 1NME `/ TELEPHONE
CONTRACTORS MAILING ADDRESS
,4
DDGl7//t (/I OD 4�—?
CONSTRUcraNIENDER
LENDER'S MAKING ADDRESS Fireplace
Total Valuation S
ARCHITECT OR ENGINEER LICENSE NO.
Filing Fee $ 20.00
ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee S D
euILDINGAooREss Plan Checking Fee $ p
Energy Plan Checking Fee S
$
LOT NO. 9UBDNSION'SNAME 1PARCEL MAP F PERMIT FEE $
USEOFSTRUCTURE
SF uplex ❑ Mobilehome O Other
sPEcFY
TYPE OF WORK
New O Addition ❑�pRemodel 0 Utilities ❑ Installation O Other O
k
Describe Work: zz) 50,00 Z-
,,�- T4 Y -7 (
- 9'7
PLUMBING PERMIT
Fling Feel 20.00
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00 Z4 �0If)
Each gas water heater or vent
15.00
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home IS I G I W
920.00
Ex. Occup. OUTLET OR FwruREs
PERMIT FEE !
O'S•OU
ELECTRICAL PERMIT
Fling Fee 20.00
Main Service
OOOV OR =S
200A OR LESS
23.00
Main Service
200A TO I000A
46.00
NEW CONST.
OR ADONS.
DWELLINGOCCUP.
6 ACC. BLDs.
�.5¢so.
FT.
NON-RFSD_.�
I.
MCIRCCUITRUIS `
BRANCH
CH /
l:. g 7.50
Ex. Occup. OUTLET OR FwruREs
�Q �'0O
SAL .SO
Ex. OCCU FOCED A L.1 OR
OUTLETS NS 02
2
5.00
Temporary Service
23.00
Mobile Home Facil'ties
20.00
Misc. Wiring
23.00
I rPERMIT FEE I S
I_ MECHANICAL PERMIT I Fling Fee 1 20.00
6.50
Ventilation
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ CONST. TYPE TOTAL FEE s
HA2. I D. FEES IMP I FLOOD I COF I PARCEL I PO HD ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
06/27/2000 06:51 5303425724 BLUE HAVEN POOLS CHI PAGE 02/02
AC06D„ 'INSURANCE BINDER 4120°coo
4
THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, 8U6JECT To THE CONDITIONS SHOWN ON TH6 AEVEPSe SIOE OF TMIS FORM.
PRowcaw r '� 3 2-949-22 COMPANY el+Ieur
_ _Star Insurance Compaar 10813
QATQ� _ TIY 1 >ffMMTt - T}I(8_
Rist Marketing Group CIM '.
12'Cl AM
345 N. Caia1 SL, Stt)ge 1403 44/29/00 12:01 ( 0412 NOON
Chicago, IL 60606
...... _ _. Tws emeA 16 IeSUEo To eXTEND COYCRAGE IN T/IG ABOVE NAM90 COMPANY
DOD:: 8U0 OOD& PER EXPWNG POLICY 1:
.....
— gmscg mm OP OPmATwm&%lDwLe519ROPERTY (WAhaAI Lope")
INcuRaDDivingg,l,a�UlC. •
dba Htiie HavenpoDts 6t Spas
3127 Fite' Ck&. Shia A
S9crm=W0. CA 95627
0%^"Qe A ��Q - I IMRs
-- - – TYPE Of IIBURARM COVERAGWOOMS _
OBDUCnne COINS
AMOUNT ^
PPA3PERTY CAUSES OF LOSS
aA1uO�
❑ BROAD 1 SPEC
_.. N/A
94N5RAt LUMUTY
R EMCI OCCUAREWA I
COMMERCL" GONERAL_LIAORM
FIRE DAMAGE (Ary wo Aral S
CLAIMS MADE I OCCUR
MED &Xf WV one PN 00 3
PER30MAL a ADV IW URY :s
N/A
GENERAL AGGREGATE s
RETRO DATE FOP CLAIMS MADE:
PRODUCTS • COMPIOP AGG t
AVfOYOSLL2 UAltLITY
--
COM8416D SINGL=LIMIT '
i
ANY A1lTO
DOOAv 11114IIV (Pafperoon}
•5
BODILY IKJURY {Par Pedaem) •
ALL OWNED Amos
S
eCNEOUL�AUros
N/A .:
PROPERTY DAMAGE
s ..
..
S .
HIRGO AUTOS
MEDICAL PAYMENYB_.
s '
....
NON -OWNED AUTOS
nwHAL 0 JURY PROP •
UNIHSUR112 MOTORIST
'I .
AUTO PHYSICAL DAMAGE DEDUCTIBLE
ALL YEHiCLes SCHEDULED VEHICLES
ACTIIALGASH VALUE
GOLLISION: .
STATED AMOUNT •. •
i
OTHER Tf" COL; 1NZA
OTHER
QARAGI UMAIfV
AUTO ONLY - kA AWOCNT
S
AHY AUTO
OTHER THAN AUTO ONLY:
_..
N/A
EACH ACCIDENT
s
AGGREGATE :
5
FXCPA»LIARWYI
EACHOCCURRENCE S.
VMwm.LA FORM
N/A
... .
AGGw6GATE s.:.
OTHER THAN UMBRELLA FORM
RETRO DATE FOR CLADSS MAGE
AGL.RJN$UREO RETENTION 0
WC.ST LIMITS
VrOOKER'SCOMP011BATION
Policy �; WC 0124459
1+00000
E.L.EACH ACCIDENT �wCIDENT S 0,
AND
SUPLOVISR'O UAGUJ"
'
_
E.L OISEASG • CIA CMPLUYFE S 1,000,
i.6Olswe- POLICY UMrT :s 1.
FEES s
��qqwwpp�1
OTHQ� OMd
.._
cov!')11►asx
TAXES _ s
ESTIMATEO TOTAL PREMI IM S
UORTGAGEF : ADDITIONAL INSURED
. LOSS PAYEE i•• • • .
LOAN 0
ANTNORLfSD RQaAtAA
ACORO TSS (M) NOTE: IMPORTANT STATE INFORMATION ON REVERSE 4= fa I CORPORATION 1993
£/Z 06ed !Wt19£:tt 00-OZ-4db `8100 LLZ ZtC t `N3NM 1 V1131S JWH :A8 juaS
_.>
BUTTE COUNTY DEVELOPMENT SERVICES ,
Complainant:
Address:
Phone Number:
Other Comments:
......,.............. .....,. ......... :........::..... .. .... ,..:: :;».::: :.. ......'??3<i:?:i?r!i[:3:i'E:»?'isii'i•i<i`c'r';:;;:;::::;::::::::
:::.::::::::.::;:::::::>::>::.;:::::::::::::;::::::::::::::::'he: abav�.:tn ormatron>s�at:avaitaiife::fin:e:: r�ilrc.::;«<;:
Inspector must draw a plot plan with all building locations:
Additional comments from Inspector:
2
re v"`
MICHELIZZ11. PROPERTY
6815 ALPHYLS LANE -
0.2
0 0.2 0.4 Miles N
W E
S
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - GIS, JUNE 26, 2000
COUNTY OF BUTTE
' BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411'Main Street • Chico, CA v (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER
PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
TYPICAL'CANTILEVER RETAINING WALLS
WENDELL REINERTSON.- ARCHITECTURAL DESIGNING
.1054 LISA LANE
PARADISE, CA 95969
CALCULATIONS ARE IN COMPLIANCE WITH.THE 1985 EDITION OF THE`UBC
SIGNED DATE
FRANK L. TYUKOS ,. UdE 32434 BUT"E oUNTl
.1UILD[ G .DEPAR i MEET
APPROVED
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA 95969-
(916.) 872-0254
3.
'
^
^
SUBJECT: TYPICAL CANTILEVER RETAINING WALLS
BY: FLT DATE: 7/86 JOB NO.: 6325
PROJECT: WENDELL*REINERTSON- ARCH'L DESIGNING
1054 LISA LANE, PARADISE, CA 95969
`
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
SHEET 1 OF 11
REVISED - MAY 1, 1989
DESI8N_CRITERIA�
CONCRETE CANTILEVER RETAINING WALL SUPPORTING RESIDENTIAL ROOF OR
FLOOR.
CODE 1985 UBC
SUPERIMPOSED LOADS:
MIN.- DL = .010 x (1+8+2) = .13 k/l
MAX. LL = .020 x 17 +.010 x (17-3),+.010 Y 17 +.005 x 8 = .69 k/l
ALTERNATE MAX. LL ='.050.x (7.5+8.5) = .80 k/l
LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDING DL+LL)
AND SLIDING RESISTANCE (MIN. DL ONLY), '
MAX. LL - ROOF -SNOW + ADD'L-LIGHT ROOF DL '+ ADD'L HEAVY ROOF DL+
ADD'L WALL DL
ALT. MAX. LL.- 1st & 2nd FLOOR DL + LL (NO ROOF LOAD)
CALCIS FOR - 1. 6" THICK WALL: A.
41-8"
HIGH
- SHEETS
2
&3
B.
51-8"
HIGH
- SHEETS
4
&
5
2. 8" THICK WALL: A.
61-8"
HIGH
- SHEETS6
&
7
B.
71-8"
HIGH
- SHEETS
8
&
9
C.
8'-8'"
HIGH
- SHEETS
10
&
11
`
CONCRETE - ULTIMATE COMPRESS. STRENGTH - f'c = 2000 PSI 28 DAYS,
REINFORCING - ASTMA615, GRADE 40, `
V�
ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF,
�� .
=�
ALLOWABLE LATERAL BRG. PRESSURE 7 200 PSF, ^LDw�t�
''-~_Nv
EMU
`
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325 .
DATE : 7/1986
'
CALC'S BY : FLT REVISED 5/1/1989
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
__________________________________
WALL DESIGN:
--- _________
ALL CALCULATIONS ARE IN UNITS/LN
GRADE SLOPE RATIO:
"SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET):
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
GRAVITY LOAD - DEAD LOAD (KIP):
- LIVE LOAD (KIP):
OVERALL HEIGHT OF THE WALL - H (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - TOP (INCHES):
- BOTTOM (INCHES):
COEFFICIENT - a :
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA- REINF. (IN^2). 'dl(IN) SIZE0 SPA (IN)
--------------------------------------------------
0.058
_______________________________________________0.058 3.75 #4 @ 41.2
MIN. VERTICAL REINF. - .15 % (IO2):
MIN. HORIZONTAL REINF. - �25 % (IN^2):
DESIGN REINF. - VER
- HORIZONTAL2 44 @ 13
|
COMBINED STRESSES @ WALL: |
FLT ENGINEER ING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
LEVEL
30
0
40
2000
.19
.8
4.67 / ~�
4
6
6
1.46
0.24
0.32
0.108
0.180
0.18 < 1.0
BUTTE COUNTY
1,UILDING DEPARTMENT
N
�
PROJECT : WENDELL REINERTSON n ARCHIL DESIGNING
JOB NO. : 6325
DATE7/1986
�
CALCIS BY : FLT REVISED 5/1/1989
FOOTING DESIGN-.
DENSITY OF SOIL (PCF):` 100
DENSITY OF CONCERTE (PCF): 150
OVERTURNING RATIO - MIN: 1^5
- MAX: 2.5
ALLOW. SOIL BEARING PRESSURE (PSF): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
DESIGN FOOTING DEPTH (INCHES): 8
DESIGN FOOTING WIDTH - HEEL (INCHES): 4
- TOE (INCHES): 10
FOOTING KEY _ DEPTH & WIDTH (INCHES): 0
- BACK TO BACK OF WALL (INCHES): 0
TOTAL WIDTH OF FOOTING (INCHES): 20
OVERTURNING FORCE - Fo (KIP): '
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT -KIP):
OVERTURNING RATIO - SF
NET MOMENT - Mn (FT -KIP): .
ECCENTRICITY - e (FEET): '
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTfNG AREA - Af (FT -2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
-
SPA (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTANCE - Fr (KIP):
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
MAX. MOMENT KTOE - Mt (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
_____________________________________-___
0.052 4.75 #4 @ 45.7 `
DESIGN TOE REINF #4 @ 24
`
7---T-
0.33 0,33
0.51
V.98
1.11
2.18
0.60
0'?7
0.21
1.67
0.46
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
1044.38 < 1500
127.93 > 0
1092.38 < 1500
1039.92 > 0
0.43 V 0.33
0.90
Cj. 37 BUTTE COUNTy
.13,UILDING DEPARTMENT
AFT
LOP
^ .
PROJECT : WENDELL REINERTSON — ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986 '
CALC'S BY : FLT REVISED 5/1/1989
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
---------- ____________
WALL DESIGN:
�
____________
ALL CALCULATIONS ARE IN UNITS/LN. FT
GRADE SLOPE RATIO:
SOIL EQU�VALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET):
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE
(PSI):
GRAVITY LOAD — DEAD LOAD (KIP):
— LIVE LOAD (KIP):
OVERALL HEIGHT OF THE WALL - H (FEET):
OVERALL HEIGHT OF THE SOIL_ Hr (FEET):
THICKNESS OF WALL — TOP (INCHES):
— BOTTOM (INCHES)f
COEFFICIENT .
TOTAL EARTH PRESSURE — Fw (KIP):
MOMENT — Mw (FT—KIP):
AREA REINF. (IN^2) 'd'(JN) SIZE &
.
SPA (IN)
_______________________________________
0.114 ' 3.75 #4 @
2L.1
MIN. VERTICAL REINF. — .15 % (IN^2):
MIN. HORIZONTAL REINF. — .25 % (IN -24
DESIGN REINF. — VERTICAL: #4 @
18
- HORIZONTAL: #4 @
13
|
COMBINED 8TRESSES @ WALL:
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
LEVE!
30
0
40
2000
.19
.8
5. 67 10 ~-~ ��
5
6
6
1.46
0.38
0.63 '
'
0.108 '
0.180
0.32 < 1.0
'
��
u��� x o E
-_-.. "
BU
_--~~° A^^«MENy
Ary
��8=p
°~ " » W�")U
^
I
FLT ENGINEERING
PROJECT : WENDELL REINERTSON - ARC -1-11L DESIGNING 5790 CLARK ROAD
JOB NO. : 623 27,5 � � PARADISE, CA
DATE : 7/1986 (9
16) 872-0 254
CALC'S BY : FLT REVISED 5/1/1989 SHEET ^� OF
FOOTIN[� DESIGN:
DENSITY OF SOIL (PCF): 100
DENSITY OF CONCERTE (PCF): 150
OVERTURNIN8 RATIO - MIN: 1.5
- MAX:
ALLOW. SOILBEARING PRESSURE (PSF): 1500
ALLOW. |ATERAL BEARIN' PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
'
DESIGN FOOTING DEPTH (INCHES): 8
DESIGN FOOTING WIDTH - HEEL (INCHES): � ' 4
' - TOE (INCHES):
FOOTING KEY - DEPTHWIDTH (INCHES):
- BACK TO BACK OF WALL (INCHES): 8 `
TOTAL WIDTH OF FOOTING (INCHES):
OVERTURNIN8 FORCE - Fc -1
OVERTURNING MOMENT - Mo (FTKIP):
TOTAL RESISTINGWEIGHT - W
RESISTING MOMENT —Mr (FT- �IP):
OVERTURNING RATIO - SF
NET }1OMEN7' - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA -' A (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES _ DL ONLY - SPt (PSF):
- SPh (PSF):
GOIL PRESSURES - ADDED LL - SPt' (PSF):
' - SPh' OPSF):
SLIDING RESISTANCE - Fr
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
MAX. MOMENT @ TOE - Mt (FT -KIP):
'
AREA �EINF. (IN^2) 'd'(IN) SIZE & �PA (lN)
4.7=5 #4 @ 25.3
DESIGN TOE REINF
' (
0.86
0.31
0.38
2.00
0.67
1195.11 < 1500
44.39 > 0
1095.11 < 1500
944.39 > 0
0.79 > 0.48
BUTTE COUNTY
BUILDING DEPARTMENT
APPROVED
0
FLT ENGINEERING
PROJECT e IWENDELL RE I NERTSON — ARCH " L
DESIGNING
5790 CLARK ROAD
Joe : 6325
PARADISE, CA
DATE : 7/1986
.t 916) 872—•0254
[--:ALC y S BYFLT REVISED 5/l/1989
SHEET 6 OF
SUBJECT: CONCRETE CANT !LEVER RETAINING
WALL-
LWAL.L_ DESIGN:
ALL CALCULATIONS ULAT IONS ARE IN UNITS/LN. FT.
!GRADE: SLOPE . RAT I O a
LEVEL._
SOIL EOU I VALENT FLUID PRESSURE (PSF) -
30
SURCHARGE (FEET)2
0
`ti'IELD STRENGTH REINFo (YSI) e
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE. (PSI):
1{ 1
2000
GRAVITY LOAD — DEAD LOAD KIP):
.19
— LIVE LOAD (F: I F') z
.8
OVERALL_ HEIGHT OF .THE: WALL -- H (FEET):
L e 6'7
OVERALL HEIGHT OF THE SOIL — Hr . (: E _-F) o
E
THICKNESS O1= WALL. — TOP (INCHES):
8
— BOTTOM (INCHES):
8
COEFFICIENT — a o
1.4-6
TOTAL EARTH PRESSURE — Fw (KI P) o . ..
0.54 -
a 4MOtilENT
MOMENT -- Mw (F T --KIP) 0
1. 08
AREA F'EINFo (IN -25 ydy (IIsi) SIZE &
SPA (IN)
--------------------
0.128 • 5.75 #4 @
I S 7
MIN. . VERTICAL RE INF„ — .15 % t:IN2 .q
0.144
MIN. I- DRI 7ONTAL RE I NF o— .24 % (IN—A.
0.240
DESIGN ice:EINF — VERTICAL: #-i @
1.L
•— HORIZONTAL: 04. @
1C)
COMBINED STRESSES @ WALL. e
0.24 .
1 0 { )
BUTTE COUNTY
BUILDING DEPARTMENT
ir"®
o
FLT ENGINEERING
PROJECT : WENDELL REINERTSON - ARCHIL
DESIGNING 5790 CLARK ROAD
JOB NO. : 6325 �
�
PARADISE, CA
DATE : 7/1986 �
.
�
(916) 872-0254
`
CALCQ BY : FLT REVISED 5/1/1989
SHEET -� OF
�
.FOOTING DESIGN:
_______________
.
�
'
DEN'ITY OF SOIL(PCF):
100
DENS7TY,OF CONCENTE (pCF):
150
OVERTURNING RATIO - MIN,
'
1.5 '
- MAX:
2.5 /
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
` ALLOW. LATERAL BEARING PRESSURE (PSF):
206
FRICTION COEFFICIENT - Fc:
0.35
' DESIGN FOOTING DEPTH (INCHES):
10 '
DESIGN FOOTING WIDTH - HEEL (INCHES):
4
TOE (INCHES):
18
' 1700TIN8 KEY - DEPTH
- BACK TO BACK OF WALL (INCHES)u
8
TOTAL WIDTH OF FOOTING
OVERTURNING FORCE - Fo (KIP):
| '
0.70
OVERTURNING MOMENT - Mo (FT -KIP):
1.60
TOTAL RESISTING WEIGHT - W (KIP)f
1.70 .
RESISTING MOMENT - Mr (FT -KIP).-
3.11
OVERTURNING RATIO - SF `
'
1.95 '
NET MOMENT - Mn (FT -KIP):
.
1.52
ECCENTRTCITY - e (FEET):
0.36
ECCENTRIC MOMENT - Me (FT -KIP):
0.61
FOOTING AREA - Af (FT^2):
Z50 `
SECTION MODULUS - S (FT^3):
1.04
SOL - DL ONLY - SPt (PSF):
' 1270.�16 < 1500
' - SPh NSA:
92.76 > 0
SOIL PRESSURES - ADDED LL - SPt' (PSF):
1142.16 < 1500
- SPh' (PSF):
860.76 > 0
' SLIDING RESISTANCE - Fr (KIP):
1.05 > 0.70
FOOTING - TOE:
EARTH PRESSURE @ TOE -Fv (KIP):
MAX. MOMENT @ TOE.- Mt (FT-KIP):
1.16
AREA REINF. (IN -2) Id' (IN) SIZE &
SPA
(IN)
^��� . ^ ~~ CO _
------- ____------ ____________________
0' 118 6.75 #4 @
20.4
�1�[�
��&N�M��: ^-«�,
^�~="��..'-- �
DESIGN TOE REINF t .4 =
'
^"
A8l_VE0="~_��
�
PROJECT : WENDELL REI[,JERTSON - ARCH'L DESIGNING
JOB NO,
DATE : 7/1986
'
CALC'S BY : FLT REVISED 5/1/1989
SUP,JECT: CONCRETE CANTILEVER RETAINING WALL
'
WALL DESIGN: '
ALLCALCULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA`
(916) 872-0254
`
GRADF SLOPE RATIO:
LEVEL '
SOIL EQUIVALENT FLUID PRESSURE (PSF): '
30
SURCHARGE (FEET):
YIELD'STRENGTH REINF. S'I): ' -
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):.
'
2000
GD RAVITYLOA- DEAD LOAD (KIP): `
.1':4
- :
LIVE LOAD (KIP)
^8
OVERALL HEIGHT OF THE WALL -.H (FEET):
7.67
OVERALL HEIGHT OF -THE SOIL - H� (FEET):
T
THICKNESS OF WALL- TOP (INCHES): �
8
- BOTTOM (INCHES):
8
COEFFICIENT - a :
1.46
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN" -2) 'd'(IN) SIZE & SPA (IN)
0.206 5.69 #5 @ 18.1
MIN. VERTICAL REINF. - .15
MIN. HORIZONTAL REINF-.�- .25 % (IN^2):
0.74
1.72
DESIGN
REINF. -
` - HO
COMBINED
STRESSES @ WALL:
|
^`
HEIGHT
FROM TOP OF THE WALL -
H2 (FEET):
5.67
HEIGHT
FROM TOP OF THE SOIL —Hr2
(FEET):
'
5
THICKNESS
OF WALL - BOTTOM2(INCHES):
` �
8.00
TOTAL
EARTH PRESSURE - Fw2
'
MOMENT
(%F-1 Hw2 - Mw2 (FT -KIP):
*�
AREA REINF.
(IN2) 'd'(IN)
SIZE &
SPA (I�)
u�UTTE;
BUILDING
.
0. 075 5.69
#5 �
' 49' 6
'.~°_NT
�&0�0��
DESIGN
R�INF. - V _ __�__
__ _
_.
J�&8-�
~ °. �*
vmn������Q�
���=��
PROJECT : WENDELL REINERTSON -.ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALC'� BY : FLT REVISED 5/1/1989
FOOTING DESIGN:
-----------------
DENSITY
______________
DENSITY OF SOIL (PCF):
100
DENSITY OF�CONCERTE (PCF):
150
OVERTURNINGRATIO - MINI
1.5'
- MAX:
2.5
ALLOW. SOIL BEARING PRESSURE (PS.):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc: '
'
0.35
DESIGN FOOTING DEPTH (INCHES):
12.
DESIGN FOOTING WIDTH - HEEL (INCHES):
4
TUE lN MES
24
FOOTING KEY - DEPTH & WIDTH (INCHES)-
121
- BACK TO BACK OF WALL (INCHES)
8
TOTAL WIDTH OF FOOTING
OVERTURNING FORCE - Fo (KIP):
OVERTURNING MOMENT - Mo (FT -KIP):
2.56
TOTAL RESISTING WEIGHT - W (KIP):
2.15
RESISTING�MOMENT - Mr(FT-KIP):
4,80
OVERTURNING RATIO - SF
1.88
NET MOMENT - Mn (FT-KIP)r
ECCENTRICITY � e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT -1):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SOIL PRESSURES ADDED LL _'SPt' APSFM
- SPh' (PSF):
SLIDING RESISTANCE - Fr (KIF
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv' (KIP):
MAX. MOMENT @ TOE - Mt (FT -KIP):
AREA REINF. (INn2) 'd'(INK SIZE & SPA (IN)
------------------------------- --------------��
0.170 8.69 45 @ 21.9
DESIGN TOE RE
' |
/
2.24
0.46
0.98
13, 0)(_)
1.50
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
1369.30 < 1500
63.15 > 0
1191.52 < 1500
774.26 > 0
1.55 > 0.96
1.87
2.16
'
"
�
'
'
`
� PROJECT 0 WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO.- : 6325
DATE
CALCIS BY : FLT REVISED� 5/1/1989
.
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
----------------------- __________-
'
WALL DESIGN:
____________
ALL CALCULATIONSARE IN UNITS/LN.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET):
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STREN8TH OF CONCRETE (PSI):
GRAVITY LOAD - DEAD LOAD(KIP\: �
- LIVE LOAD (KIP): .
OVERALL HEIGHT OF `[HE'WALL:-`H IFEET): '
OVERALL HEIGHT.OF THF SOIL _ Hr (FEET):
THICKNESS OF WALL - TOP (INCHES):
` - BOTTOM (INCHES):
COEFFICIENT - a :
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SH T �0 OF /V
LEVEL
30
0
40
2000
.19
.8
8.67-
8
.678
8
�
8 '
1.46
TOTAL EARTH PRESSURE - Fw (KIP):
0.96
MOMENT - Mw (FT -KIP):
2.56
AREA REINF. (IN^2) 'dl(IN)
---------------------------------
SIZE&
SPA (IN)
0,307 5.69
'
__________________
#5
.
@ 12.1
MIN. VERTICAL REINF. - .15 %
(IN^2):
'
0.144
MIN. HORIZONTAL REINF. - .25%
(IN -2):
0.240 ^ '
DESIGN REINF. - VERTICALN
#5
@ 12
- HORIZONTAL:
5
'
COMBINED STRESSES @ WALL:
|
|
'
0.55 < 1.0
HEIGHT.FROM TOP OF THE WALL -
H2 (FEET):
�
5,67
HEIGHT FROM TOP OF THE SOIL -
Hr2 (MEET):�
5
THICKNESS OF WALL - BOTTOM2 (INCHES):'
TOTAL EARTH PRESSURE - Fw2 (KIP):
'
0.38 '
MOMENT @ Hw2 - Mw2 (FT_KIP):,'
0.63
'd'
BUTTE[TE_ COUNTY
AREA REINF. ( IN02) ( IN)
SIZE
& SPA (IN)
----------------------�----------�--------------
~,��K xLDmMJG��r
"� ^������;
0
0. 75 . 5. 69
#5
@ 49.6
�0�/� .
DESIGN REINF, - VE " . ^���,
��
`
� ��
\
/
�
'
� PROJECT : WENDELL REINERTSON - ACH'L DESIGNING
JOB NO. : 6325
DATE7/1986
CALC'S BY : FLT REVISED 5/1/1989
FOOTING DESIGN:
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
OVERTURNING RATIO - MIN:
1.5
- MAX:
2.5
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
` 200
FRICTION COEFFICIENT - Fc:
0.35
DESIGN FOOTING DEPTH (INCHES):
12
DESIGN FOOTING WIDTH - HEEL (INCHES): `
4
- /uc `uxCnco/:
3o
FOOTING KEY - DEPTH & WIDTH
- BACKTO BACK OF WALL (INCHES):
8
TOTAL WIDTH OF FOOTING
OVERTURNING FORCE - Fo (KIP):
`
1.22|
�
OVERTURNING MOMENT - Mo (FT -KIP):
3.65
TOTAL RESISTING WEIGHT - W (KIP): '
2.45
RESISTING MOMENT -Mr (FT!KIP).
6.57
OVERTURNING RATIO- SF
1.80
NET MOMENT - Mn (FT-KIP):�
2.93
ECCENTRICITY - e (FEET): '
0.55
ECCENTRIC MOMENT � Me (FT -KIP):
1.35
FOOTING AREA - Af (FT^2):
3.50 '
SECTION MODULUS - S (FT^3):
2.04
SOIL PRESSURES - DL ONLY - SPt (PSF):
1361.0
< 1500
` - SPh (PSF):
3E~53
> 0
SOIL PRESSURES - ADDED LL - SPt' (PSF):
1165141
< 1500
- SPh' (PSF):
`
689.59>
0
SLIDING RESISTANCE - Fr (KIP): '
1.66 >
1.22
FOOTING - TOE:
EARTH -PRESSURE @ TOE - Fv (KIP): 2.22
MAX. MOMENT @ TOE - Mt (FT -KIP): 3.27
AREA REINF' /IN^2) _ 'dl(IN) SIZE & SPA (IN)Ty
0.257 8 69 #5 @ K�yU�N�0���
, . 14.5 ~°`�"�^��°x� DEPARTMENT
DESIGN TOE REIN ������ l�
' '' ^~ ~ ^� ' ������ ����0 �
_ ° = ° m m"�� � &~�8��
' ^
FLOOR OR ROOF CONST
U SCIAQULE
AGTH.
NI
-0
lz 4
A. 1:30. c m0p, I
elZ'.
F13. 72 6'- CO i.
-7 �4
H4 l) 43, e 16"
CZ 16
.Hs 99" W-011) -14 H 5.0 ( ro
Its e,Zq F' I
HHI -9
t?41)e- , ,
3c
3G. e H4
VESS/0
No. 43
COOT H �,HZ
1HS 0 6
12 e- H,4 Y H5 civ
C OF C
LR
L
FT.
m G. KEY ►8" � HZ H3
m)2 -T HE
HI -20"w/111- ' a+"0. C. H
fTN -ZI �L U -�- 044. .. @
1 ?--(3 4 =REIN FG
-113 :30 U// 174 e W'O.C, 0p"45,10-2+ D. c'
rn
I-14-36 WI/115 @ (8. 0-6....,
K': LL
VENDED, REIMERTS'ON 50 Iil N SHEET T/ TL E DATE -7-1144 S117
ARCU DEcl roR . .. .... C:j
'RE-N-PIN(S' .DF--TAIE.
�-Ila 1 - I- I... - I -
kA RA 1) 1 Is E , (- "P -, .��ALL' I TP1,111 W
- 7 1W
S T.R U C T U R A L
C A L C L A T I 0 N S
F 0 R
TYPICAL RESIDENTIAL GARAGE FOUNDATIONS.
WENDELL REINERTSON.- ARCHITECTURAL DESIGNING
1054 LISA LANE
PARADISE, CA 95969
CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC
SIGNED DATE `� Z 'g
FRANK
FRANK L. TYUKOS, E 32434
BUTTE COUNTY .
B`UILDIG DEpAFjTMENT
RG %
F L T ENGPf R
oVEr'
5790 CLARK ROAD
PARADISE, CA 95969
(916) 872-025.4
FLT ENGINEERING
SUBJECT: TYPICAL RESIDENTIAL GARAGE'FOUNDATIONS 5790 CLARK ROAD
PARADISE, CA
'BY: FLT DATE: 7/86 JOB NO.: 6325
` '
'
PROJECT: WENDELL REINERTSON— ARCH'L DESIGNING SHE*ET 1 'OF
1054 LISA LANE, PARADISE CA 95969
'
'
DESIGN_CRITERIA�
GARAGE STUD WALLS & ROOF (FLOOR) ARE SUPPORTED BY CONC. RETAINING—
BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED WTOP BY
CONCRETE SLAB AND AT THE BOTTOM BY FOOTING.
CODE 1985 UBC
SUPERIMPOSED LOADS:
MIN. DL = .010 x (3+8) = .11 k/l
MAX. LL = .020 x 17 +.010 x (17-3)'+.010 x 17 +.005 x 8= 169 k/l
ALTERNATE MAX. LL = .050 x (715+10) = .88k/l
'
LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL + LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX.' LL — ROOF SNOW + ADD'L LIGHT ROOF DL+ADD 'L HEAVY 'ROOF DL +
ADD'L WALL DL
ALT. MAX. LL � 1st & 2nd FLOOR DL + LL (NO ROOFLOAD)
SURCHARGE OF 2000# WHEELLOAD @ APPROX. 3' FROM WALL
2.0/6^2 = .056 KSF --
1' SURCH.
CALCIS FOR — 1. 6" THICK
WALL: A.
41-0"
HIGH —
SHEETS
2 &
3
B.
61-0"
HIGH —
SHEETS
'4 &
5
C.
81-0"
HIGH —
SHEETS
6 &
7
2. 8" THICK
WALL: A.
8'-0"
HIGH —
SHEETS
S&
9
B.
10Y-0"
HIGH
— SHEETS
10
& 11
CONCRETE — ULTIMATE COMPRESSIVE STRENGTH — f'c = 2000 PSI,
@28 DAYS,
|----- REINFORCING ASTM —. ASTM A615; GRADE 40,
-
��
~�Un vE Wu»Nx m
WELDED WIRE MESH— ASTM A185, 6% — W1.4 x 0.4 '
. BW
ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, DEPARTMENT
' ��
' M=" ����0 � '
ALLOWABLE LATERAL.BR8. PRESSURE _ 200 RAF, « u* ~ �m ma�p . �~�~
' ~
.
!
`
` .
�
PROJECT. e WENDELL RE I NERTSON — ARS= H 9 L DESIGNING
JOEL NO. 9 6325
DATE 7/1986
CALCIS BY a FLT v
SUBJECT: CONCRETE RETAINING — BEARING WALL:
------------------------------------
WALL DESIGN
------------
ALL_ i ALS=ULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5790 CLARK WOAD
PARADISE, CA
( 916) 872-0254
SHEET 2 OF //
GRADE SLOPE RATIOo
LEVEL
SOIL EQUIVALENT -FLUID PRESSURE (PSF) .0
3(:
SURCHARGE (FEET): WHEEL LOAD
1
YIELD STRENGTH RE'I hF. (KSI):
4o
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PS I) e
2000
GRAVITY LOAD — DEAD LOAD (Kip),
0. 1 1
. — LIVE LOAD 0 IPi
o.88
OVERALL HEIGHT OF THE WALL — Hw " ( FEET) a
4 �
OVERALL HEIGHT OF THE SOIL - Hr ( FEEK :
5
THICKNESS OF WALL — T (INCHES)g:
6
COEFFICIENT.— a o
1.4E
TOTAL EARTH PRESSURE — Fh r (KIP):
0.38
REACTION @ TOP OF.. WALL — Rt (KIP):
0-16
REACTION @ BOTTOM OF WALL --• Rb (KIP):
0.22
HEIGHT OF R01 SHEAF: — Ho (FEET):
2.23
MOMENT — Mw (FT—KIP)-
Q.18
AREA REINF. (IN''2) l d l (IN) SIZE &
SPA (IN)
0.033 3.75. #4 @
73.3
MIN. VERTICAL REINF. '— !15 % (IN'''S) e
o oe
MIN. HORIZONTAL REINF.. — .25 % (IN -2):
0.180
DESIGN RE I NF . — VERTICAL: #4 @
24
— HORIZONTAL° #4 @
13,
COMBINED STRESSES @. WALL'
0.11 ': 1. 0
BUTTE COUNTY
BUILDING DE' ATM.ElVT
V®
CALC'S BY : FLT SHEET OF
.
`
'
FOOTING DESIGN:
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
AiLOW..SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (P8F):
200
FRICTION COEFFICIENT_ Fc:
0435 '
BEARING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING - WIDTH (INCHES):
11.92
- DEPTH (INCHES):
6.00
DESIGN FOOTING - WIDTH
' - DEPTH (INCHES)
`
6.00
'
TOTAL GRAVITY LOAD - Pv (KIP):
|
1.49�
INCREASE OF -ALLOW. SOIL PRESSURE (%):
0.0
ACTUAL SOIL PRESSURE 7.0 (PSF):
1490 < 1500
SLIDING RESISTANCE - Fr (KIP):
.
0.31 > 0.22
^
SLAB REINFORCEMENT: ' �
------------
���
REINF @ TOP OF WALL (BAR #): 4 ^� �_� e�«�p�n.o.
---`�r_ ^-^~
MAX. HORIZONTAL SPAN OF WALL (FEET): 7.81
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS (INCHES): '4
SLAB WIDTH REQUIRED (FEET): 8.93
DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029
ALLOW. TENSILE STRESS OF.REINF. (KSI): 30 '
LENGTH OF DOWELS (INCHES): 8.62|
BUTTE COUNTY
AOMFIT
A,P"*ROV
_E
PROJECT : WENDELL'REINERTSON- ARCH'LDESIQNING
JOB NO. :.6325 '
DATE : 7/1986
. `
CALCIS BY : FLA
. '
SUBJECT: CONCRETE RETAINING - BEARING WALL
-----------------------------------
WALL
________________________________
WALL DESIGN:
ALL CALCULATIONS ARE lN U`NITS/LN.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET): WHEEL LOAD
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF
CONCRETE (PSI):
GRAVITY LOAD - DEAD�LOAD (KIP)
- LIVE LOAD (KIP)
OVERALL HEIGHT OF THE WALL'- Hw
(FEET): '
OVERALL HEIGHT OF THE SOIL - Hr
(FEET):
THICKNESS OF WALL -T (INCHES):
COEFFICIENT
'
'
TOTAL EARTH PRESSURE - Fhr (KIP):
^
�
REACTION. @ TOP OF WALL - Rt (KIP):
REACTION @BOTTOM OF WALL'- Rb (KIP):
HEIGHT OF 10' SHEAR - Ho (FAT):
MOMENT --Mw (FT -KIP):
AREA REINF. (IN -2) 'd'(IN)
1
212E & SPA (IN.)
i
------------------ ---------- ------
0.099 3.75,
-----------------
#4 @ 24.1
MIN. VERTICAL REINF. - .15 % (IN^2):
MIN. HORIZONTAL REINF. - .25 % (IN
-2):
'.
DESIGN REINF. - VERTICAL:
#4 @ 24
- HORIZONTAL:
#4 @ 13
i
COMBINED STRESSES @ WALL
LEVE
30
1
40
2000
»^i I
0.88
b
1.46
0.45
3.37
0.55
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET 1' CF /y
0.108 ,
0.180 '
0,28 < 1.0
BUTTE COUNTY
.
' BU«LDt=G ~°E, ^= ^"`,'~-'-'���
� �` R~� �~�
` ��&=��� ��0._�m�
' , = ° ~ ~~~ - _�� �.
CALCIS BY v FLT
-
FOOTING FOOTING DEzIGN: '
__-____________
'
SHEET 1— 0 F 411
DENSITY OF SOIL (PCF):
DENSITY OF CQNCERTE (PCF):
'
�50
ALLOW. SOIL BEARING PRESSURE
(PSF):
1500 '
ALLOW. LATERAL BEARING
PRESSURE (PSF):
200
FRICTION COEFFICIENT —
Fh:
0.35 `
BEARING PRESSURE REDUCTION
(PSF):
0
N T. ALLOW. BEARING� PRESSURE
(PSF):
1500
PRELIM. DOTING — WIDTH
(INCHES):
13.52
\ — DEPTH
`
\
(INCHES):
8.45
DESIGN FOOTING' —WIDTH
(
'
. — DEPTH
(
`
TOTAL GRAVITY LOAD — Pv
�
(KIP):
|
1.76
INCREASE OF ALLOW. SOIL
PRESSURE (%):
0.0
ACTUAL SOIL PRESSURE —
Q (PSF)f
1509 ( 1500
SLIDING 'ASISTANCE — Fr
(KIP):
0.44 < 0^45 ~— 50777 0 /"7��
SLAB REINFORCEMENT:
___________________
REINF @ TOP OF WALL (BAR' #):` 4
MAX. HORIZONTAL SPAN OF WALL (FEET): 5.77
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS (INCHES)s 4
SLAB WIDTH REQUIRED
DESIGN AREA OF SLAB
ALLOW. TENSILE STRESS
LENGTH OF DOWELS (INCHES); 15.77
'
`
'
BUTTE. oE. 8 Y
' BUILDING
� DEPARTMENT
AN PRO��Q�
����
pD
L.
PROJECT : WENDELL REINERTSON - ORCHIL -DESIGNING
JOB NO. : 6325 .
DATE : 7/1986
CALC'S BY : FLT,
'
'
SUBJECT: CONCRETE RETAINING - BEARING WALL
__________________________
WALL DESIGN:
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(9161 .872-0254
GRADE SLOPE RATIO:
LEVEL-
WIL EQUIVALENT FLUID PRESSURE (PSF):
30 '
SURCHARGE (FEET): WHEEL LOAD
i
, YIELD STRENGTH REINF. (KSI):
40-
0
ULTIMATE
ULTIMATE COMPRESSIVESTREN8TH OF CONCRETE (PSI):
2000
8RAVITY^LOAD- DEAD LOAD (KIP)
0.11
- LIVE LOAD (KIP)
0.88 .
OVERALL HEIGHT OF THE WALL - HO (FEET):
8
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
g
THICKNESS OF WALL - T (INCHES):
6
COEFFICIENT - a a'
'
1.46
TOTAL EARTH PRESSURE - Fhr (KIP);
1.22 '
REACTION @ TOP OF WALL -Rt (KIP):
8^46
'
' REACTION @ BOTTOM OF WALL - Rb (KIP):
0.76
HEIGHT OF 10' SHEAR - Ho (FEET):
4.51
MOMENT- Mw (FT -KIP):
1.22
AREA REINF. (IN^2) 'd'(IN) SIZE &
________________________________________________
SPA (IN)
.
0.226 3.69 #5 @
'
16.5
MIN. VERTICAL REINF. - .15 % (IN^2):
0.108
MIN. HORIZONTAL REINF. - .25 % (IN^2):
0.180
DESIGN REINF.-- VERTICAL:- 4
' - HORIZONTAL:.^
COMBINED STRESSES @ WALL
0.62 < 1.0
`
BUTTE COUNTY
`
`
x�����U 8�qE��K
"�=��~~~ DEPARTMENT�.U�&8~�
'
�~�
��8r��� ��N�.N��.
A °° ~ ~ - --
CALC,S BY : FLT SHEET 7 OF
.
FOOTING DESIGN:
DENSITY
l]F SOIL (PCF):
100
DENSITY
OF CONCERTE (PCF):
150
ALLOW. SOIL
B-ARING PRESSU|
(PSF):
1500
ALLOW� LATERAL
BEARING
PRESSURE (PSF):
200
FRICTION
COEFFICIENT
BEARING
PRESSLi RE REDUCTION
1.-; F`* �
0
NET. ALLOW.
BEARING PRESSURE
(PSF):
1500
PRELIM.
FO OTING - WIDTH
(INCHES):
15.12
- DEPTH
(INCHES):
17.66
DESIGN F-
1\1 - WIDTH
- DEPTH
(I CPI E
2 00
TOTAL GRAyITIT'
LOAD _ pv
(KIp):
|
2,27
INCREASE
OF ALLOW, SOIL
PRESSURE (%):
0.0
ACTUAL SOILPRESSURE
-Q
(PSF):
' 1510 < 1500
SLIDING RESISE - Fr (KIP):
^
SLAB REINFORCEMENT: '
REINF @ TOP OF' WALL (BAR
MAX. HORIZONTAL SPAN OF WALL (FEET): 4.53
DESIGN HORIZONTAL �PAN (FFET): 4
SLAB THICKNESS .1. 4
SLAB WIDTH REQUIRED FEET) 1 6 04
DESIGN AREA OF SLAB 2/ 0
ALLOW. TENSILE STRESS
LENGTH OF DOWELS (INC
|
/
0.76 -- 30777 c9\x='
BUILDING DEPARTMENT
APPROVED
PROJECT : WENDELL RE I NERTSON ARCH 9 L DES 16N I NG
JOB NO. : 6325
DATE : 7/1986
i=ALC'S BY : FLT.
SUBJECT: CONCRETE RETAINING - BEARLNG Nim WALL
WALL DESIGN:
ALL CALCULATIONS ARE IN UNITS/LN..FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT'FLUID PRESSURE (PSF):
SURCHARGE (FEET): WHEEL LOAD
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE(PSI):
GRAVITY LOAD - DEAD LOAD (KIP)
- LIVE LOAD (KIP)
OVERALL HEIGHT OF THE, WALL - Hw (FEET)
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - T :INCHES):
COEFFICIENT - a
TOTAL EARTH PRESSURE - Fhr (KIP);
REACTION C TOP OF WALL - Rt (KIP).
REACTION @ BOTTOM OF WALL Rb (KIP):
HEIGHT OF 101 SHEAR — Ho (FEET):
MOMENT — Mw (FT—KIP):
AREA REINF. QN�' ) 9 d' c: IN) SIZE 0 SPA CIN)
------------------------------------------------------
0.146 5.69 #5 @ 25.4
MIN.'VERTICAL REINF. — .15 % (IN°2):
MIN. HORIZONTAL REINF. — .25 % (IN'2)
DESIGN REINF. — VERTIi_AL: #5 @ 24
HORIZONTAL: #5 @ 16
COMBINED STRESSES @ WALL
FLT ENGINEERING
5751 i CLARK ROAD
PARADISE, CA
( 916) 872-0254.
SHEET -P OF //
LEVET_
3o
1
40
2000
0.11
0.88
8
1.46
1.22
0.46
0.76
4.51
1.22
0.144
0.240
0.' 7 < 1.o
BUTTE GOUNT
DEPARTMENT
BUILDINIG
APPROVEU
'
' CALC'S BY : FLT
SHEET 4» OF �V
FOOTING DESIGN: ,
'
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):'
150 .
ALLOW. SOIL BEARING PRESSURE (PSF):
1560 '
' ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT — Fc: '
0.35
BEARING PRESSURE REDUCTION (PSF):
0 .
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM..FOOTING — WIDTH (INCHES):
16.72^
— DEPTH (INCHES):
13.07
. DESIGN FOOTING — WIDTH (INCHES)
20.00
— DEPTH (INCHES):
12.00
TOTAL GRAVITY LOAD — Pv (KIP):
.
2.49 '
INCREASE OF ALLOW. SOIL PRESSURE (%):
0.0
ACTUAL SOIL PRESSURE — Q (PSF):
1494 < 1500
SLIDING RESISTANCE - Fr (KIP): �
'
0.76 ` 0.76
'
SLAB REINFORCEMENT:
REINF @ TOP OF WALL (BAR #): 4
MA. HORIZONTAL SPAN OF WALL (FEET): 5.78
DESIGN HORIZONTAL SPAN (FEET) 4
SLAB THICKNESS (INCHES) 4
SLAB WIDTH REQUIRED
DESIGN AREA OF SLAB REINF (IN^2/LF) 0.029
ALLOW. TENSILE STRESS
LENGTH OF DOWELS CINCHESA 25.14,�
� �
ff
r%,vPR0%
i
PROJEi_ T : WENDELL RE I NERTSON - ARCHIL DESIGNING
JOB NO. -.6325.
DATE : 7/1986
CALCIS BY : FLT
SUBJECT CONCRETE RETAINING - .'BEAR I Nim WALL
-----------------------
WALL DESIGN:
ALL CALCULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5790 CLARK ROAD
PARADISE,' CA
( 91 S) 872-0254
SHEET /4 OF .//
GRADE SLOPE RATIO: LEVEL
SOIL.EbUIVALENT FLUID PRESSURE (PSQ : 30
SURCHARGE (FEET) : WHEEL_ LOAD 'I
YIELD STRENGTH REINF. (KSI): 40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE TSI) : 2000
GRAVITY LOAD - DEAD- LOAD (: k:: I P )
- LIVE LOAD (KIP)
OVERALL HEIGHT OF THE WALL.- Hw(FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET)
THICKNESS OF WALL - T (INCHES):
COEFFICIENT - a :
TOTAL EARTH PRESSURE - Fhr (KIP) :
REACTION C TOP OF WALL - Rt (KIP) :
REACTION C BOTTOM OF WALL -.Rb (KIP):
HEIGHT OF 101 1 SHEAR _ Ho (FEET):
MOMENT - Mw (FT -KIP)
AREA REINF. (IN`''•' ) 9 d' CIN) SIZE & SPA !IN)
0.275 5.69 - #5 @ 13.5
MIN. VERTICAL RF_INF. - .15 % VIN"V) :
MIN. HORIZONTAL REINF. - .25 % (IN -0;
DESIGN REINF.. - VERTICAL: #5 @ 13
HORIZONTAL: #5 C 1E
COMBINED STRESSES @ WALL
0; 11
0.88
0.144
0.240
0.49 < 1.Q
M NG
IDI f
D
CAU=:' S BY o FLT SHEET I/ OF
FOOTING DESIGN°
---------------
DENSITY OF SOIL (PCF):
I 6
DENSITY OF COM= ERTE C PCF? e
150
ALLOW, SOIL BEARING PRESSURE (PSF)0
1500
ALLOW. LATERAL BEARING PRESSURE (PSF)a
200
FRICTION COEFFICIENT — Fc:
(D.35
BEARING PRESSURE REDUCTION (F'SF)e
0
NEV ALLOW. BEARING PRESSURE (PSF)e
150
PRELIM. FOOTING — WIDTH (INCHES):
18.72
— DEPTH (INCHES):
23.96
DESIGN FOOTING — WIDTH (INCHES):
24.60
— DEPTH (INCHES):
18.00
'TOTAL GRAVITY LOAD — PQ,(KIP):
3.17
INCREASE OF ALLOW. SOIL PRESSURE C%)e
10.0
ACTUAL SOIL PRESSURE — 0 (PSF)e
1587 <: 165
SLIDING RESISTANCE — Fr (KIP):
1.25 > 1.15
SLAB REINFORCEMENT
--------------------
RE I NF @ TOP OF WALL (BAR #)-. 5
MAX. HORIZONTAL .SPAN OF WALL (FEET): 5.88
DESIGN HORIZONTAL SPAN (FEET)e 4
SLAB THICKNESS (INCHES): a 4
SLAB WIDTH REQUIRED (FEET)v 38.03
DESIGN AREA OF SLAB REINF. (IN'2/LF)a 0.029
ALLOW. TENSILE STRESS OF RE I NF . (KSI): 30
LENGTH OF DOWELS (INCHES): 36.72
BUTTE (;Ol1NTY
6UILDEIVG DEPARTMENT
45)
rl_ I fl)
17r,
,,,w - C, oNiGlinil
11
Jz
rj
cl�
41
i5vg
ZL
-7
2c
Q5
3:3
;
`e
T-+
Rb
3T
11
Jz
rj
cl�
41
i5vg
T-+
Rb
3T
11
:
cl�
41
i5vg
T-+
Rb
3T
ob
i5vg
ob
CANTILEVER RETAINING WALL DESIGN
WENDELL REINERTSON.- ARCHITECTURAL-DES-IGNING
1054 LISA LANE
PARADISE, CA 95969
CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC
SIGNED DATE Z ��
FRANK L. TYUKOS, RCE 32434
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA 95969
3
VE :_ 3
S
T
R-
U C T U
R
A
L
C
A
L
C
U LA T
I
O
N S
F 0 R
CANTILEVER RETAINING WALL DESIGN
WENDELL REINERTSON.- ARCHITECTURAL-DES-IGNING
1054 LISA LANE
PARADISE, CA 95969
CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC
SIGNED DATE Z ��
FRANK L. TYUKOS, RCE 32434
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA 95969
3
VE :_ 3
SUBJECT: CANTILEVER RETAINING WALL
'
BY: FLT DATE: 5/89 JOB NO.: 9270
. .
PROJEC.Tv WENDELL REINERTSON _ ARCHIL DESIGNING
1054 LISA LANE, PARADISE, CA 95969
FLT ENGINEERING -
5790 CLARK ROAD
PARADISE, CA
SHEET 1 OF 4
'
DESIGN_CRITERIA�
'
CONCRETE CANTILEVER RETAINING WALL SUPPORTING -RESIDENTIAL ROOF,
FLOORS AND STUD WALLS.
`
'
CODE 1985 UBC
'
SUPERIMPOSED LOADS: '
`
DL = .020 x 9 + .010 x (16+9+7+10) `= .42 kil
LL = .020 x 9 + .040 x (9+7+10) + .010 x 8 = 1.30 k/l
DESIGNPER LOADING ABOVE IS CRITICAL FOR BOTH — BEARING AND SLIDING
RESISTANCE. '
CALC'S PROVIDEDFOR: 41-0" HIGH WALL — SHEETS 2 & 3
CONSTRUCTION DETAIL — SHEET 4
MATERIALS:
CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS,
REINFORCING _ ASTM A615, GRADE 40,
ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF,
�Y��UK�K�v�
ALLOWABLE LATERAL BRG. PRESSURE — 100 pS. , BUTTE---''' -
'
BUILDING DEPARTMENT
i
PROJECT o WENDELL RE I NERTSON — ARCHIL DESIGNING
JOB NO. e 9270
DATE o 5/1989
CALCIS BY : FLT
SUBJECT: C ONS= RETE .0 ANTI LEVER RETAINING WALL
77
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA.
( 916 ") 872-0254
SHEET 2 OF g
WALL DESIGN:.
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIOo
.2 0 1
SOIL EQUIVALENT FLUID PRESSURE CPSFio
43
.SURCHARGE ( FEET) e
c i
YIELD STRENGTH. REINF . (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE C PS I 7 e
2000
GRAVITY LOAD — DEAD LOAD ( K I P > a
.42
— LIVE LOAD Ck;IP ) e
1.3
OVERALL HEIGHT OF THE WALL.— H ( FEET ? e
4
OVERALL HEIGHT .OF THE SOIL'— Hr (FEET):
3.5
THICKNESS OF WALL — TOP . C I Ni= HES) e
6
—.BOTTOM (INi=HES)e
6
COEFFICIENT — a o
1.46
TOTAL EARTH PRESSURE — Fw ( k:: I P) e
0.26
MOMENT —.Mw (FT—F:IP:) a
AREA REINF.,CIN"2) 'd'9CIN? SIZE &
SPA CINi
-------------------------------------
0.056 5.75 #4 @
42.9
MIN. VERTIi=AL REINF . — .15 % ( IN" 2) o
0.108
MIN. HORIZONTAL REINF. —,.25 % (W2): a
0. 180
DESIGN REINF. — VERTICAL: #4• @
24
— HORIZONTAL. #4 @
13
COMBINED STRESSES @ WALL:
::: 1.6.
BUTTE COUNTY
BUILDING DEPARTMENT
jrA
. ` .
u
FLT ENGINEERING
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING 5790 CLARK ROAD
JOB NO. : 9270 ` PARADISE, CA
DATE : 5/1989 4916) 872-0254
��
CALC'S BY : FLT ' � SHEET .. OF *�
,
`
'
FOOTING DESIGN:
_______________
DENSITY OF SOIL (PCF): 100� .
DENSITY OF CONCERTE (PCF): 150
OVERTURNING RATIO - MIN: 1.5 '
-
MAX :� 2.5 '
ALLOW. SnIL BEARING PRESSURE (PSF): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
DESIGN FOOTING DEPTH (INCHES): 10
DESIGN FOOTING WIDTH - HEEL (INCHES): 6
- S
FOOTING KEY - DEPTH & WIDTH QNCHES>- 0,
- BACK TO BACK OF WALL -(INCHES): 0
TOTAL WIDTH OF FOOTING (INCHES): 24
OVERTURNING FORCE - Fo (KIP): 0.40 |
OVERTURNIN8 MOMENT - Mo (FT -KIP): 0.58
TOTAL RESISTING WEIGHT - W (KIP): 1.32
RESISTING MOMENT - Mr (FT -KIP): 1.72
OVERTURNING RATIO - SF 2.94
`
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOQNGAREA - Af (FT^2): ` ,
SECTION MODULUS - S (FT^3): '
`
` ^
SOIL PRESSURES- DL ONLY - SP (PSF)-
- SPh (PSF):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
` - SPh' (PSF):
SLIDING RESISTANCE - Fr (KIP)..
FOOTING - TOE: '
EARTH PRESSURETOE - Fv (KIP):
MAX. MOMENT @ TOE - Mt (FT -KIP):
AREA REINF. (IN^2)
'd'(IN) ' SIZE
&
SPA (IN)
------------------ _____________________________
0.054
6.75 #4
@
44.8
DESIGN TOE R IN
103
0,14
0.18
2.00
0.67
934.09 <
0. 60
1500
383.46
> 0
1096.59 <
1500 '
1520.96
-~
> 0 -.--
0.60 > 0.40
1.20
0.53
BUTTE COUNTY
BUILDING DEPARTMEINIT
AN INDIVIE 1wro"
9Y.._.._ G..�-.._.. CITE__41
CHKO. BY -_,--.... DATE.-----------.
SUBJECT,_C.�.v/ILEv fP �D/CIC/e4`~T SHEET NO_* _ !____ OF„__ !_-__,
'GcTa/�`✓/�'✓G K/.4LC.o.P JOB NO ............927Q...................
sR,4oE
0
rr -
. a.
N•4Jz�,z�fG, G�P�4JF d
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OPTIONAL G OC S
• _ . /core PE.E'�D �.4 TED
DR•4/11P/P& TO
2 4R /N 2CU,,,=T,
PEre G.y �T. o�oeA/N
?oa � �eocre'
,�e f�:TXIM111G {IX4 L :0(5 .4/L
,v, T, S.
BUIL
IF LU �a�aa��oac
5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254
//89 S �/ZI�G�IlI?Z C4-�cs l 8
BY...... �� ............. DATE ._................:.. SUBJECT......................,......_...._............._...---.......-------._..............._.......... SHEET NOpp.._-_....OF ................ .
�w CHKD. BY ..................... .DATE ....................... . ..... ...?c .... .t/ENDELG...3�EINE/Zi`SO.. JOB NO. ...LOO .........
_...
it
..:............................................................................... //¢0......1e S�DE�t/C.................................
117W CLARK RD.
(��SlG ili
PARADISE,
C.p % n� /� �9
872-0254
7/AF '7 M6-
,S7ZWC—ra12.4-C D,A= B�4r'�2.s� �oGcl�ir
Fcor��G� SOIL 7h�� �/�Go fP�SIOEsc/C�
//V 196l7'rE
0
11905 w4oc
Lo"q�)IA/6' —
Z // cDx PLY /. 5
1 X <o
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444- 'ss
coAAf�eE7,= - 41Z-7. S XGi 16 ,41 2.� /mss 0:7 21 49'G5
(2� p,410 E e-.4 O
0oG-7"S�Ma X40) A3?M 14307
5rV • SSS If/ TC -117 Z fF- !/4Z
L
BY..... ............DATE.......
SUBJECT .. ......... r)e��r
(::::4 ....................................
SHEETNO . .... ............. OF...6
CHKO. BY ......................
............... ...................................................................
DATE ........................
...................................................................................................................................
.........................................................................................................
: ........................
JOB NO . ...... ?4VI0.3 ... . .............
. ...................................... I .................................
Ra
5, 12 2, CIK 0. OSO — e,39
I ,Q�- Co.6�,�Z_67t5.33)- o•6�%r2.67 �8= oY•3�
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C�4'E�,�, CIG/,GT �' %2L .� /Z� = (o, 32�2.67f.�.33)-- rv. (}�-r Z•G7��g = O, r� �
A -:32
0-006 /(/45?6L-
0 `fx 32 J 0, 61!f75 I -led e-
11)5 0.3,,r/700 0 - 0-53 /ts/ -/3
-TI Fc 14,e = <�.=
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253
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BUILDIW DEPARTMENT
APPROVED
0
BY .....` .. ............... DATE... .... SUBJECT... .T�! +........... `GS
CHKD.BY......................DATE........................
(2.G17X 0, o ZC)
AL
0,.6,eo.000 t 10�16 = 0,/74�11
3 6
SHEET NO........ ............. OF ...........
JOB NO......:.900 .............,
A5-e o , /fix /Z e,,4,r/- a, D �z % �//��L .
YSC- 5/9' 1.rll5 6L9- A9
R-9-3 L_
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f i .
S
3��fjrli4t
Tg
/9x /55 'v(7a0 , 2a �� BUTTE COUNTY'
19W 10-51X 3-9� L UIL®I G DEPARTMENT
Sc- " Pe-,V/la-OU %sem c,vvgEr
................. ............
DATE
SUBJECT .... .. .. ................. .....
... .............. ...... ..............................
CHKD. BY ......................
..........................................................
DATE
........................
.....................
.............................. ......................................
..................................................................................................................................
............................................................
UL o 2- o G 0. /91/:f
A
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SCIPTF-
C,
-T)
SHEET NO. OF
--- 0--3
JOBNO ...........................................
k—
At= 2 --7
6.",5rsL. , 1,11A11)
v
I BUTTE COUNtY
BUILDING DEpAR
ME NT
T,
APPROVED.'
BY.............. v .....................
DATE ..........
CHKD. BY ......................
.......................................
DATE.........................
........................................
SUBJECT .......................... , SHEETNO . ..... 45 OF
.. .......... .......
...................................................................................... ............................... . ..... JOB NO . ........ ........ ...........
w,3
(e=l&o=— l2<j – -.50)e �,Izrnro 5
>�2�_ o"/�y.��ac'�Y/ J
1x'17z-y 0,
033
Z-& IXI '2-
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—
/ _570 t-
Z�/
A -5X 7�rl7r-,Y
:= C-/, 0 7 13ME COUNTY*
BUILDING "PEPA R I TMENT
5 -WT
Gl SE
APPR-OVED
5 49 cll#ffeese-1
c.�/2 — z X 6 7
Ca u T. ATG o -le --
SUBJECT ..... q4c�.5:�.S .......................
By ....................... -, ........... DATE./ ..... ...... .................. ... ........ ................. ....... ....
CHKD.BY ...................... DATE ........................ .......................................................... : ................ ................ I ...........................
............ ............................................ ............ .......................................................................................... .......................................
SHEET NO.... . . ........... OF ..................
JOB NO . ...... 90.03 .......................
........ .... .. -...
pie,(24,�ro' Z-146, 5 X"t
Z -
0,/f
A
7 (.5
A(f
5K o./'Z
BSE COUNTY
/l/5". V50 BUILDjNG DEPART'MENT
57 APPROVED
o //s
z7Z7
Ile ,r 13, 5 C 4c-lw.
5,k'O � Z�-e /9 Z/2.3//J'5
/5 AC.2. y
0
5k 0. (0, x /6 voe I ;7a
3N,e1M -< /0451
51(- BLrrTE COUN,
Ty,
BUILDING
TA
f 5 DEPA-14 WEN7-
44 APPROVED
0-
%
,�
tr
By....Joq
DATE.. SUBJECT`';`
✓..
- -
............... SHEETNO
. . . ...... 1 OF ..........
CHKD. BY ......................
......................... .......... ...............................................
DATE ........................ ...........................................................................
.. ...............................................................................................................................
_
................ ................................
JOB NO.........._
.................. .................
o.o.S........................
...................................
z7Z7
Ile ,r 13, 5 C 4c-lw.
5,k'O � Z�-e /9 Z/2.3//J'5
/5 AC.2. y
0
5k 0. (0, x /6 voe I ;7a
3N,e1M -< /0451
51(- BLrrTE COUN,
Ty,
BUILDING
TA
f 5 DEPA-14 WEN7-
44 APPROVED
BY...\10.---------....... - DATE......._.._._.._..
CHKD. BY ... _.............. DATE ........................
. 4 e, & - // (& W,�-)
_.... .L! .--- ...... ......... -......... SHEET NO.._9_/....�_OF_.. .....--
................... .... ........................... --.:_...:::.:.::..........° - - __..._:.-- ............. - JOB NO. __1... wZ... -............
-k _ /!5.t- -�-�o. ZSR-Y/7Z8.,C
I IISE 5%x135 Gtr3 IuJ
/26-/3
Cfsc. 5 �/:X%35 �'Gt3 �✓ �d �e�Z
�y /rtiSP��fianJ
BUTTE ♦,:,
-a
I
Q
t
BUTTE COUNTY SCHOOLS DEVELOPMENTFEE ' CERTIFICATION FORM
(One Form per Bu.klding)
A.P. Number 0�4 Building Department NO*.
School District City [,-]* county Jurisdiction
Property Owner 9\ -7 LZCXi(-�
Project Location/Address C�Gf, •�K� J�-�U� �/t,�
Subdivision Lot Number
Residential Deivelopment:
Sq. Footage _o��1/0_
# of Living MHI Addition (Group R)
Units
Cor6mercial/Industrial: Sq'::w,F6o ' tage
New;,Addition(Including Exterior.
Roof ed Areas)
Building Department Representative Date
(Floor Plans reviewed by'School District Personnel)'
District Id No.
School District'certi:fies--that
`(Applicant Name).- (Phone. -Number)
(,Street Address)
'(City) .(State) -(Zip Cod6)
has complied with the requirements of Resolution -No.
IN
square
ayment, of fU representing feet.
by th, p
o.
_School,0istrict RepresentativeDate
PAID BY CHECK NO. REMARKS:
BANK NO / / J "
PAID BY. CASH
white --'applicant, yellow -building department, pink-s6hool district
SCHOOL.FEE (8/88)
Return to DPW AGRICULTURAL.STATEMENT OF ACKNOWLEDGEMENT ` :9:...- �. 3:6 4 Z
FOR RESIDENTIAL DEVELOPMENT
Section 26-8.1 of the Butte County Code
requires ,INis acknowledgement be recorded
'
prior to(is'suance of a building permit.
The property described herein is adjacent;.,..
={:uB9-013642 :Rec Fee 7. OOT
to l and or. included within an area zoned
Cash 7.00
.for agricultural purposes, and residents
+ ' -,1 ~
of this property may be subject to incon-
Recorded, ^� ,;
veniences or discomfort arising from the
use of agricultural chemicals, including,
•Off`icial .Records
unty of ::..., .�
.,,Cor ,
'.J PAF(rf SKN N .
but not limited to herbicides, pesticides,
Butte _
;°
Ca-ndace J: Grubbs -1
and fertilizers; and from the ursuit
p
Recorder '
of agricultural operations including,
`^'' ` � , � J j 2
:::,X17 -Apr -89 � �. .
but not limited to' cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smoke, noise, and odor. Butte County has established agt- i.cuI-
tural zones which have as a priority use for
productive agricultural- purposes, and residew.-;
within said zones and on adjacent property
should be prepared to accept such -i.nconvr•n i L'nce
or. disconform from normal, necessary :farm operations.
All that real property situate in the County of Butte, State of California, describ'd ,is
follows:
SEE ATI'ACBED LEGAL DESCRIPTION
C
Date: April 17, 1989 (!P ROPE Y OWNERS:
Robert L. Viacco
State of: Calif. ) On this the 17th day. of April 1.9 89 , before ' mc,
Butte ) SS'. the undersigned Notary Public, personally appeared
County of ) ***Robert L. Fiacco******
®s®oemmm®®mam0m®a;��rm■®Beam® .
a KATHY DANCE � Personally known to me. �]x Proved to me on,the basis
®of satisfactory ev:i-dence.
® "� NOTARY PUBLIC-CALIFORNIAin
® Butte County Up be the person(m) whose name(a) is
My Commission Expires Dec. 6,1989
r subscribed to the within instrument and acknowledged that. he _
®®n now mum 0"N"®®®®®®®wa®IsDecuted the same for the purposes therein contained. IN IWI-TN1?SS
WHEREOF, I hereunto set my hand and official seal..
Present A.P. No. "�� "�-2V
A
No ry Public
8°9 t 36.4,2
Order No. P-2262
S C H E D U L E C
The land referred to herein is described as follows:
All that certain real property situate in the County of Butte, Unincorporated,
State of California, described as follows:
PARCEL I:
Parcel 2 as shown on the -Map entitled, "PARCEL MAP FOR ALBERTA M. PETERSON",
being a portion of the Southwest quarter of Section 19, Township 23 North, Range
4 East, M.D.B. & M., which Map.was filed.for record iri the Butte County. .
Recorder's Office on September 4,•1973 in Book 46•of Parcel Maps, at Page`96.
EXCEPTING THEREFROM for the benefit of the Magalia'Mining Company, a
corporation, all minerals and mineral rights 100 feet or more beneath the surface
of said land, provided any mining operations shall be carried on from shafts,
tunnels and drifts having their orifices outside the boundaries of said land.
PARCEL II:
A non-exclusive easement for road and public utility purposes and drainage
easements as shown on the Map above referred to.
EXCEPTING THEREFROM all that portion lying with Parcel I above described
END OF DOCUMENT
±.5 :��� �� � :� .. � ,> �
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e"d* at J'%UZ
OROVILLE, CALIFORNIA
GENERAL CLAIM
CLAIMANT: Norman Reinertson
ADDRESS: 1054B Lisa Lane
CITY & STATE: Paradise, CA 95969 IMPORTANT:
DATE OF CLAIM: August 30, 1989 SEE INSTRUCTIONS
ON REVERSE SIDE
SUBMIT CLAIM TO DEPARTMENT RECEIviNG cnnnc no ccov►rcc
DATE
DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I
AMOUNT
Permit application made due to clerical error. (Bldg Permit
Appin. #2856-89BPEM, Receipt #36892, dated 8/29/89, A.P. #58-24-74,
Owner: Robert Fiacco).
Building permit fees paid-- --------------------- $40.00
TOTAL REFUND DUE 40.00
j
_
i
TOTAL
$40
00
I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed o ell vete d, end that this
claim is true and correct as stated. - �
Dated this rr ' 1 v_
..... �................... day of .......... 19 at....•. G�C%f� Calif..f.r'' Si.L.Gs .....
... :-r......... I
i natu of imant
I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been parf or de-
livered and that there is a Budget Appropriation or Specific Board Approval
❑ pfd .. ❑ (Check one) for he t[m 7' / j
Dated this .................1.9111....... day of ........Sept......... 19..1.77 at nl,.Q.Y.�.�.�,!^.
Calif. .
........................
epartment Head or Au ed Depury
Dept, Esp.
Code .4.4.0 ... ................. Code .............4210�QQ.......... PAYABLE FROM COI1St. Permits
..............................................................
FUND !
DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY
DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO.
INV. NO. INV. DATE
ENCUMB.
GROSS AMT.
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKSMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. S /_�
APPLICATION AND PERMIT UUU [P
ASSESSOR PARCEL NU ER L/
y2
z4?7
n i
BUILJf1NG PERMIT
ow
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILIqC. ADORES
y - 'ee ^1 A o,,—
CONTRACTOR'S NAME t L
TELEPHONE
C O NTR ACTOR'S MAILING ADDRESS \
S_ /—/-54 vt
Fireplace
CONSTRUCTI�LENDER /)
S v
UNKNOWN
Total Valuation is
LENDER'S MAILING ADDRESS
Filing Fee
$ 10 00
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
� S
Permit fee
$
PLUMBING PERMIT
Filing Fee 10.00 .14
Each Trap
2.00
Solar or heat pump water heater
20.00
L0.1f.
SUBDIVISION NAME
PARCEL
l�MAP
6— / b
Water piping
5.00
Each Qas water heater or vent
5.00
USE OF STRUCTURE
SF�A Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S G W
0.00e
TYPE OF WORK
NewrAddition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: to _
h4.+w P_ �i.F` �mv1-�ag�_�nL.� S
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
f
Main service 100 AMR V OR ORSLESS
10.00
Main service EA. ADD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full fora an
C d effect,
Classification I
License No.J_/ .I 960 L]2
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑, I, as the owner, am exclusively contracting with licensed contract -
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. DWELLING OCCUP.&
OR ADDNS. ACC. BLDGS.
,
2/20sgft
NEW CONSTR. ULTI.OUTLET
NO N.RESID BRANCH CIRC ITS
2.50 ea
(POWER APPARATUS e)
SINGLE OUTLET CIR.
ExOccu
. p(OUTLETS OR FIXTURES
20050CSAL930
FIXED APPLNS. OR
Ex. Occup. OUTLETS (RESID.) EA.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00
Permit Fee
$
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
FiIirig Fee 10.0
Heating
Cooling
g
Hood
3,00
Ventilation
permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws 'relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also a ee to save, indem keep harmless the County of Butte against
all li ilities, judgments o and expenses which may in any way accrue
agai said County c n ce of the granting of this permit.
— g_�q_ p�
Date o /
Ignature of App' t Owner ❑ Contractor/K —Agent❑
An OSHA perm Is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
acc
CONST TYPE
TOTAL FEE
HAZ
CUA
PARK
SCHL
FLD
PAR
PD
HD Issue
This permit is hereby issued under
sions of the Butte County. Code and/or
work indicated above for which fees
RECT OF PUBLIC
BY y
P I EX a
the applicable provi-
resolutions to do
have been paid.
WORKS
at 8'3
'�
Receipt No.
WNITE-D.P.W., YELLOW -ASSESSOR, PIN -INSPECTOR. GOLDENROD -APPLICANT
• �'ti"^'. • �'^_ . +.. .r—.,ryr...., . �"2y� ' we'�'.r. �, ...�{t�r*._; ^i',.7+M�i-• •t^.....,: ,....r,-.-. r , .. .. �, ti "'Y ' -�i .^...r,..
f
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541
PERMIT APPLICATION DATA SHEET
` Permit No.
OWNER
Proposed Building Use
Building Inspector
A. P. No.�__ 9
Date
At ti e of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED APPROVED
1. All items have been submitted . ....................................
2. Plot plans in duplicate/triplicate, signed by preparer of plans........
j 3. Complete plans in duplicate/triplicate, signed by preparer of plan`s ..
4. Complete engineered plans and calcs, with wet signature on plans ..
5. Energy Design Compliance and supporting documentation .........
6. Statement of Intent for Non -Heated and AC Buildings ..............
7. Engineered truss details and layout in duplicate (required'priorto plan check)
8. Mobilehome installation data including manufacturer's installation
instructions.......................................................
9. Fees of $ ..........................
10. Chico Urban Area fees paid ........................................
11. Park fees paid .....................................................
12. School District fees paid .................
13. Sanitation approval from Health Department ...
14. City of Chico plumbing permit ......................................
15. Plot plan and business license approval from City of
(see City for other requirements)
16. Planning approval for (A) Use: (B) Parking: .........
17. Improvements may be required.
18. Driveway permit (construction approval required prior to occupancy) ...
19. Pre -Inspection for -~ required ..... Pre-Insn request to
� �' � 'Buildingg Inspector (Date)
20. Contractor's license information (No., Name Style, Classification) .......
21. Certificate of Workmans Compensation Insurance ....................
22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .........
23. Recorded copy of Agricultural Acknowledgment Statement ........... .
} 24. Letter of signature authorization .....................................
25.
26.
Wfiiertlyou issue the permit, process as follows: Mit to oer. Mail to contractor.
Telephone and hold for pickup at r"aw mice. Deliver w/inspector.
Other /
Applica Date
l/ ✓
Copy of plans sent Health Dept., Fire Dept„ Other Date
The following data must be submitted prior to permit issuance: (Circle new item=t checked above).
1. Index permit for above items No.
2. Additional items required: %
c�
Contractor, designer, owner, was advised of above required data by_phone—mall—counter by date
Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date
Plans checked by Date Plans approved by Date
Sets of plans on hold in File cabinet AP folder
Copy—DPW S
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone: 916 '538-7541
APPLICATION AND PERMIT
y!24LOT ,PARCEL NUMBER
//H
Ot11NG
j,
BUILDING PERMIT
E 1L. Fittecti,r-
TE- E ...ONE
S0. FT. I OCC. BUILDING VALUATION
ERiS MAILING AD KESS
�c1r.::nnor $pt . B Farad ise 95969
MParadise
Y. i t:lYv +
CONTRACTOR'S NAME
TELEPHONE
;
CONTRACTOR'S MAILING ACORESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Tota) Valuation I S
LENDER'S MAILING ADDRESS
Filing Fee_ 1^
S nn
W
Permit Fee` a'.G+
$' -•
�2,�-/I TifnQQH�NGINEER JG.N SE NO.
(� !
FHT
Plan Checking Fee
$
,q(�,
CTfOF. GINEER'S,r AI LIyc, aDDRE55
�y� t,tiTif aS tRlfll!18t3
Energy Plan Checking Fee
S'
Penalty
$
LDI�+G AD-RESS
l�1jrhy9: Lane
Permit fee
'2.75
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2,00
ga�fl
Solar or heat pump water heater
20.00
} LOT NO.SUBDIVISION
NAME //
K
P9R{EL MAP
f
Water piping
5.00
Each qas water heater or vent
5,00
USE OF STRUCTURE
ASF ❑ Duplex[] Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S G W
10.00e
TYPE OF WORK
XX
New ❑ Additioy%.,C J rcq?0Q,01eJgF U1Pi*IJie Xi 11_1I fJ,2,-)QFlgOther ❑
Describe work:
Permit Fee
$ T
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract -
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
Main service EA. ADD -L 100 AMP
2.50
NEW CONST. DWELLING OCCUP.&
OR ADONS. ACC. SLOGS.
/2¢sgftNEW
CONSTR. ULTI.OUTLET
NON-RESIO. BRANCH CIRC 'ITS
2.50 ea
(POWER APPARATUS e
(SINGLE OUTLET CIR.
Ex. OCCU OUTLETS OR FIXTURES
p
20@30t
eAL330t
Ex. DCCUp. OU LETS P(RESID IKEA.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
15.00
Permit Fee
$ &
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
The permit is for 5100.00 (valuation) or less.
I I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: It after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PER h11T
Filing Fee 10.00
Heating
i
Cooling
Hood
3.00
Ventilation
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in consequence of. the granting of this permit.
XThis
Signature of Applicant— Owner❑ Contractor C] Agent ❑
An OSHA permit is required for excavations over S'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $ t
Energy Inspection Fee $
occ
CONST TYPE
TOTAL FEE S
HA2
I CUA
PARK
scHL
I FLD
I PAR
PO
HO
ISSUE
permit is nereby issued under
sions or the Butte County Code and/or
work indicated above for which fees
DIRECTOR OF PUBLIC
By. —off ..y
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
have been paid.
WORKS
Date
Receipt No.
WHITC-O.P.W•. YELLOW-ASBC330R, PINK -INSPECTOR. GOLOENROO-APPLICANT
/ BUYER'S.1
Pool afea to be fen(
J Gates to be seif�o
Wet dowrrGUNME>1
U
J
(BLUE HAVEN P4D
BLUE HAVEN OFFICE:
�l
.► I
I `T`
?�4 I. -t
7
Ap:
44#f l; I I.,;
d r
�. • w cC
it
r
EXCAVATION
Access Front
Bob Cat Shuttle
Remove Dirt
Remove Stump(s)
Remove Fence
Replace Fence
Remove Concrete
Sawcut Concrete -
Rear
Dig
S.F.
Ft.
1
Size
2 Sp
� 1 Sp
--•
a
,,
16"'. Q C
3
'C
Smart Light
�
CD -Ij
�4f �
�I.t,.ao
N
o
cc
CI
(D 1
I
Gas Line Ftg
Uj
0
1
1 Obi ,
1
ELECTRICAL
J
I
a�
GUNITE
Yes
No
Love Seat
Yes
No
Swim Out
Yes
No
Ext. 2nd Step
OP
R.B.B. in. X
Ft.
N
R.B.B. in. X
Ft.
N
COPING
Type
'
TILE
Type
N
Spa Dam
Accent Tyle
IV
s0
�
N
(BLUE HAVEN P4D
BLUE HAVEN OFFICE:
�l
.► I
I `T`
?�4 I. -t
7
Ap:
44#f l; I I.,;
d r
�. • w cC
it
r
a
EXCAVATION
Access Front
Bob Cat Shuttle
Remove Dirt
Remove Stump(s)
Remove Fence
Replace Fence
Remove Concrete
Sawcut Concrete -
Rear
Dig
S.F.
Ft.
1
Size
2 Sp
� 1 Sp
--•
a
,,
16"'. Q C
3
Filter Run Ftg:
Smart Light
Yes
CD -Ij
�4f �
�I.t,.ao
36'
o
cc
CI
(D 1
I
Gas Line Ftg
Uj
0
1
1 Obi ,
1
ELECTRICAL
Yes _
I
Run By Ftg
a
I
i
r
Ckt(ib
D
_ n
BUTTE COUNTY
'RUILDING DEPARTMENT
Y APPROVED
GENERAL POOL SPECIFICATIONS: (Temp.#
EXCAVATION
Access Front
Bob Cat Shuttle
Remove Dirt
Remove Stump(s)
Remove Fence
Replace Fence
Remove Concrete
Sawcut Concrete -
Rear
Dig
S.F.
Ft.
STEEL
Size
2 Sp
� 1 Sp
Expansive Soil Steel Pattern BFI
Yes
PLUMBING
Smart Pure
Yes
Filter Run Ftg:
Smart Light
Yes
Return Lines
Out
---
w
I
i
r
Ckt(ib
D
_ n
BUTTE COUNTY
'RUILDING DEPARTMENT
Y APPROVED
GENERAL POOL SPECIFICATIONS: (Temp.#
DECKING
Type
Color
Risers
Footings —
Mastic
Drains
EQUIPMENT
EXCAVATION
Access Front
Bob Cat Shuttle
Remove Dirt
Remove Stump(s)
Remove Fence
Replace Fence
Remove Concrete
Sawcut Concrete -
Rear
Dig
S.F.
Ft.
STEEL
Size
2 Sp
� 1 Sp
Expansive Soil Steel Pattern BFI
Yes
PLUMBING
Smart Pure
Yes
Filter Run Ftg:
Smart Light
Yes
Return Lines
Out
P -Trap _ B/Wash Line
Gas Line Ftg
Drill Drive
ELECTRICAL
Yes _
No
Run By Ftg
GUNITE
Yes
No
Love Seat
Yes
No
Swim Out
Yes
No
Ext. 2nd Step
R.B.B. in. X
Ft.
N
R.B.B. in. X
Ft.
N
COPING
Type
'
TILE
Type
Spa Dam
Accent Tyle
DECKING
Type
Color
Risers
Footings —
Mastic
Drains
EQUIPMENT
Filter XRe
Pump HP
Size
2 Sp
� 1 Sp
Smart Box
Yes
No
Smart Pure
Yes
No
Smart Light
Yes
No
Out
Plumbing Run
Smart Vac II Yes No
Heater BTU Nat Pro
Div. Board
Slide
Water Feature
PLASTER
Color
SPA
Size
In
Out
Plumbing Run
Dam Wall Length
Number of Jets
Blower Hp
Yes _
No
Remote Model #
Spa Side Switch
Yes
No
Smart Light
Yes
No
100 Watt Light
Yes
No
IUYER
• Approve above specification
• Approve equipment location
• Understand that decking shown is for illustration purposes only and
understand that they are to receive square feet of deck.
Signature Date
Prepaired Especially For: ;
1'levtr,
/411
1 (( 1ckk
Street 91� A I & I `h _
City G 11'a Zip S 1
Home Phone Work Phone
Designer
Lot Bld,y,-b_ Tract
Mapsco No.
Job No.
/.'w
�
`
IMF
Off I I I I it
' W E HN N PQD
40,
GENERAL POOL SPECIFICATIONS:' (re P.#
SUR. N
MAXIMUM WI PERIMET --R: AREA:
MAXIMUM LIENGTHO
ay
POOL DEPTHS* TURNOVER RATE: Firs.
If
EXCAVATION DECKING
Access Front Rear Type
Bob Cat Shuttle Dig -Color
Remove Dirt Risers.
Hemove Stump(s) Footings
Remove Fence Mastic
Replace Fence Drains
-IJ !--L,' L I L
FTI
Remove Concrete —S.F.
Filter lype Size
STEEL Pump HP 2 So 1 Sp
__L
Smart Pure Yes No
Smart Light Yes No
-7- 4
Filter Run Ftg:
TF
Return Lines 500 W Light Yes No
mart ac LIS 0
Run By Ftg— Water Feature
OR RP OPE LI Nb
i I
Love Seat
Ext. 2nd Step
I SPA.
In Out
Plur�bing Run
17
NAlier
TILE Remote Model'#
Type Spa Side Swii6h Yes No
Spa Dam
Ad
Accent Tyle N1 00 Watt Light Yes No
BUYER
Z_/
J
Initials
- Approve above specification
71
- Approve equipment location
Understand that decking shown is for illustrati' n purposes only -and
understand that they are to receive square feet of eck.
Date
V0
reet IF
17,
q 459
City
Home Phone Work Phone
Designer Job No.
ILI
Mapsco No.
`
Certificate of Compliance: Residential
Glass Type
Climate Zone 11
Ft a. cc v
(singK double)
Project Title
North ( )
Wel,.. Tq
fV oNG N 19
North ( ) --
guild ermu M
Project Address
East
East ( ) 333
—' 2
East ( )
edted By / Date
Documentation Author Telephone
South ( )
Enforcement Agency Use Only
t.a.%att.'1
South ( )
Glass Area 95 Glass
a 7-47
BUILDING DATA
North
Skylight....... •..
Conditioned Floor Area 21,26 Number of Stories __2.__
East
333• g' / �• S"
Slab/Raised Floor Number of -Units
South
rq W. z
Thickness
[ ] Single Family Detached (SFD) [ ] Addition Alone
West
95.-9 3- Z
[ ] Single Family Attached (SFA) [ ] Existing Building
Skylight
:3 Z i • -a-
[ ] Multi -Family (MF) [ ] Existing -Plus -Addition
Tom
Sys a e • y%
BUILDING SHELL INSULATION
Component Insulation Location/Comments
Type R -Value (attic, to garage, typical, etc.)
Wall ..............
r g
%_CX 6le
Wall .............. R t et_ So fir, v.s. Us 2 1Q
��a�->�ING
Rif ::::::::::::: ��-- �
p�AR�rCA,�i��
Floor ............. �,Iq
yam
AROVED
Floor .............
�,/ ,
v ED
Slab Edge .....
GLAZING Shading Devices
GIazi.ng Area
Glass Type
Interior Exterior Overhang Framing Type
Orientation (Sf)
(singK double)
(YoUer blind. etc.) (shadewreen. etc.) (yeshto) (metallwood)
North ( )
fV oNG N 19
North ( ) --
East
East ( ) 333
East ( )
JM!&i w 1 a'0—
South ( )
_
t.a.%att.'1
South ( )
a 7-47
West (,)
West ( )
Skylight....... •..
-
r
THERMAL MASS
Type/Covering
Area
Thickness
(slab/exposed, tile". etc.)
i (sf)
(inches) Loeation/Deseription(kitchen. bath, etc.)
0.
HVAC Min
SYSTEMS .-T
i .mum Duct
Type' (furnace, air Efficiency Location.'
conditioner, heat pump) (SE, SEER,HSPF) (attic, etc`:)'' -.'R
Duct
-Value
Coo/ _ f • o
Manufacturer / Model #
yP N G O 4 1r_.
Maximum Fumace Heating Output: S'/ D Btuh
HOT WATER SYSTEMS "' w
Tank Manufacture'r/Model #
,System Type (storage gas, etc.) Capacity (or, approved equal) Special Feature(s
Mandatory Measures Checklist: Residential MF -1R
NOTE: t.owrise residential buildings subject to the Standards must contain these meaSum xgasdktss of the compliance
approach used. Items marked with an asterisk (•) may be superseded by more stringent coinplience requirements listed
on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall
be considered by all parties as binding minimum component performance specifications for the mandatory measures
whether they arc shown elsewhere in the documents or on this checklist only.
DESCRIPTION I DESIGNER I ENFORCEMENT
Building Envelope Measures
• §2.5352(a): Minimum ceiling insulation R-19 weighted average.
§2.5352(b): Loose fill insulation manufacturer's labeled R -Value.
§2-5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does net apply to
exterior mass walls).
§2.5352(k): Slab edge insulation - water absorption rate no grater than 03%, crater vapor
transmission rate no greater than 2.0 perm/inch.
§2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality
standards. Indicate type and form.
§2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§2.5317: (nfiltration/EzfiltrationControls
a. Doors and windows between conditioned and unconditioned spans designed to limit air
leakage.
b. Doors and windows certified.
c. Doors and windows weatherstripped: all joints and penetrations caulked and scaled.
§2-5352(e): Special infiltration barrier installed to comply with 12.5351 mats CEC quality
standards.
§2-5352(d): Installation of Fireplaces
1. Masonry and factory -built fireplaces have;
L Tight fitting• closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
HVA C and Plumbing System Measures
§2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations.
§2-5352(h) and 2-5315: Setback thermcsrat on all applicable heating systems.
• §2-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC.
§2-5316(b): Exhaust systems have damper controls.
§2-5314(c): Gas -meed space heating equipment has intermittent ignition devices.
§2.5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC.
§2.5352(1): Water heater insulation blanket (R-12 or greater) or combined inwrior/exterior
insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater).
§2.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating
piping.
§2-53 18(d): Swimming Pool Heating
1. System has:
a. On/off switch on heater.
b. Weatherproof instruction plate on heater.
c. Plumbed to allow for solar.
2. 75 percent thermal efficiency.
3. Pool cover.
4. Time clock.
5. Directional water inlet.
Lighting and Appliance Measures
§2.5352(1): Lighting - 25 Iumcns/wait or greater for general lighting in kitchens and bathrooms.
§2-5314(c): Gas fired appliances equipped with intermittent ignition devices.
§2.5314(a): Refrigerators, refrigerator -(recurs, freezers and fluorescent lamp ballasts certified
by the CEC. Indicate make and model number.
COMPLIANCE STATEMENT
This certificate of compliance lists the budding features and performance specifications needed to comply with
Title 24, Chapter 2-53 and Title 20. Chapter2. Subc hapter4; Article 1 of the California Administrative code. This
certificate has been signed by the individual with overall design responsibility and the building owner, who shall
retain a copy of it and transmit the certificate to any subsequent purchaser of the building.
Designer
Name:
Tttleffium:
Address:
Telephonc
Lie. 4:
(signature) (date)
Documentation Author
Building 0 er
Name:
TitlrJFnn•
Enforcement Agency
SPECIAL FEATURES/REMARKS (Add extra sheets if necessa ) Name: Name
rY � ' Titk/Fum: Aerncy:
Address: Tekptwac
1. Ceiling Insulation
Number of stories
R -value One Two Three
R-0
-103
-49
-32
R-19
-8
-4
-2
R-30
-2
-1
-1
R-38
0
0
0
U -value
R-0
-
-8
0.50
-176
-84
-54
0.30
-102
-49
32
0.10
-26
-13
-8
0.08
-18
-9
-6
O.C6
-11
-5
-4
0.04
-4
-2
-1
0.02
4
2
1
0.00
11
5
3
2. Wall Insulation
Single-
Family
R -value Detached
R-0 -68
R-11 0
R-13 2
R-19 8
U -value
0.80 -153
0.50 -91
0.30 -47
0.10 0
0.08 4
0.06 9
0.04 14
0.02 19
0.00 24
Single -
Family
Attached
-51
0
2
6
-114
-68
-36
0
3
7
11
14
18
Multi -
Family
-34
0
1
4
-76
-46
-24
0
2
5
7
10
12
3. Raised Floor Insulation
-1
-1 0
Insulation
In Floor
2 1
0.60
Number
of stories
0.50
R -value
One
Two
Three
R-0
-17
-8
-5
R-11
-3
-2
-1
R-19
0
0
0
R-30
3
1
1
U -value
35
-75
-29
0.60
-144
-70
-46
0.50
-120
-58
-38
0.40
-95
-46
30
0.30
-69
•34
-22
0.20
-43
-21
-14
0.10
-17
-8
-5
0.08
-11
-6
-4
0.06
-6
-3
-2
0.04
-1
0
0
0.02
4
2
1
0.00
10
5
3
Controlled
Ventilation
Crawispace
-43
Number of stories
-5
R -value
One
Two
Three
R-0
-11
-7
-5
R-5
-4
-4
3
R-11
-2
-2
-2
R-19
-1
-2
-2
4. Slab Edge Insulation
4
10
15
Number of,Stories
-31
R -value
One
Two' �
Three
R-0
0
0
0
R-5
8
5
2
R-7
8
6
\3 `
F2 factor
0.90
-4
3 -1
0.80
-1
-1 0
0.70
2
2 1
0.60
6
4 2
0.50
9
6 3
0.40
12
8 4
5. Infiltration (Air Leakage)
SpedfCatio5 Points .
Standard 0
6. Glass Heat Loss
Total
5
1
4
1
U -value
16
Percent
2
5
.51 to
.41 to
.31 to 0.30 or
Glass
Single
Double
.60
.50
.40
less
50
-121
-53
-39
.24
-10
4
40
-90
37
-26
-14
-3
8
35
-75
-29
-19
-9
1
10
30
-61
-21
-13
-4
4
12
29
-58
-20
-12
-3
5
12
28
-55
-18
-10
-2
5
13
27
-52
-17
-9
-2
6
13
26
-49
-15
-8
-1
7
14
25
-46
-14
-7
0
7
14
24
-43
-12
-5
1
8
14
23
-40
-11
-4
2
8
15
22
-37
-9
-3
3
9
15
21
-34
•7
-2
4
10
15
20
-31
-6
0
5
10
16
19
-29
-4
1
6
11
16
18
-26
-3
2
7
12
'16
17
-23
-1
3
8
12
17
16
-20
0
4
9
13
17
15
-17
1
6
10
14
17
14
-14
3
7
10
14
18
13
-12
4
8
11
15
18
12
-9
6
9
12
15
19
11
-6
7
10
13
16
19
10
-3
9
11
14
17
19
9
-1
10
13
15
17
20
8
2
12
14
16
18
20
7..Shading (Shade Open)
ElTective Percent Glass
(percent &Ian x SC)
Effective
%Glass North East South West Skylight
18
5
1
4
1
na
16
4
2
5
1
na
14
4
2
5
1
na
12
3
3
5
2
na
11
3
3
5
2
na
10
2
3
5
2
1
9
2
3
5
2
2
8
2
3
5
2
2
7
1
3
4
2
2
6
1
3
4
2
3
5
1
2
4
2
3
4
0
2
3
1
3
3
0
1
2
1
3
2
0
0
1
0
3
1
-1
-1
-1
-1
2
0
-1
•2
-4
-2
0
na = not allowed
12
12
6.0 5
8
a3. Shading (Shade Closed)
13
13
Effective Pei c t Glass
9
10 12
(percent
alas x SC)
7.0 6
Elfec&v
11 13
13
14
7.5 6
10
%Glass
Nodi
East
South
West
Skylight
18
-14
48
-69
-64
na
16
-12
742
-59
-55
na
14
-10
-35
-50
-46
na
12
-8
-29
-40
-37
na
11
-7
-26
-36
-33
na
1
-6
-23
-31
-29
-74
110
,9
' 8
-5
-5•
-20Y
-17
•27
} -23
-25
-21
-65
-56
7
-4
-14
-19
-18
-47
6
-3
-11
-15
-14
-38
5
-2
-9
-11
-10
-30
4
-1
-6
-8
-7
-23
3
0
-4
-5
-4
-16
2
1
-1
-2
-1
-9
1
1
1
1
1
-4
0
2
3
4
3
0
na . rot allowed
3
2 1
-25 or -24 to
-14 to -4 to
9. Interior Thermal Mass
0
0.2
Interior
Slab Floor
Raised Floor
Mass
Stories
1200
Stories
2700
/CFA One Two Three One
Two
Three
0.0 -8
-5
-4 -2
-1
-1
0.1 -8
-5
-3 -1
0
0
0.3 -7
-4
-2 0
1
1
0.5 -6
-3
-1 1
1
2
0.7 -5
-2
-1 1
2
2
0.9 -5
-1
0 2
3
3.
1.1 -4
.1
1 3
4
4
1.3 -3
0
2 3
4
5
1.5 -3
1
2 4
5
5
2.0 -1
2
4 5
6
7
2.5 0
3
5 7
7
8
3.0 1
4
6 8
8
9
3.5 2
5
7 9
9
10
4.0 3
6
8 9
10
10
4.5 3
7
8 10
11
11
5.0 4
7
9 11
12
12
5.5 5
8
9 11
12
12
6.0 5
8
10 12
13
13
6.5 6
9
10 12
13
13
7.0 6
9
11 13
13
14
7.5 6
10
11 13
14
14
8.0 7
10
11 13
14
14
8.5 7
10
12 13
14
15
10. Exterior Wall Thermal Mass
14 12
Exterior
Single-
Single -
22
19 16 13
Wall
Family
Family
Multi
Mass
Detached
Attached
Family
0.00
0
0
0
13.0
0.20
3
2
1
7
0.40
5
4
3
10
0.60
8
6
4
No Cooling System Installed
0.80
10
8
5
2
1.00
13
10
7
-2
1.20
13
12
8
2
1.40
12
13
9
1
1.60
10
13
11
-23
1.80
10
12
12
WSB
2.00
10
11
13
i
11. Heating System
-23
12
-8 -6
-5
SE or 13SPF
None
-8
(assumes ducts in attic)
-3 -2
( -2
5.2
Sum of 1.6
6
3
2 1
-25 or -24 to
-14 to -4 to
+6 to
16 or
SE HSPF
less -15
-5 +5
+15
more
0.72 6.60
0 0
0 0
0
0
0.75 6.88
3 3
3 2
2
1
0.80 7.33
8 7
6 5
4
3
0.85 7.79
13 11
10 8
7
5
0.90 8.25
17 15
13 11
9
7
0.95 8.71
20 18
15 13
11
8
3.3
Effective SE or HSPF
3.7
(SE or HSPF
x duct efficiency)
4.3
Effective -25 or -24 to -14 b .4 to +6 b 16 or
SE HSPF less -15
-5 +5
15 more
0.30 2.75
-73 -64
-56 47
-38
-30
na 3.41
-45 -39
-34 -29
-24
-18
0.40 3.67
-34 -30
-26 .22
.18
-14
0.50 4.58
-10 -9
-8 -7
-5
4
0.56 5.13
0 0
0 0
0
0
0.60 5.50
5 5
43
5.7
2
0.70 6.42
17 15
13 1
9
7
0.80 7.33
25 22
19 16
13
10
0.90 8.25
32 28
24
17
13
1.00 9.17
37 32
28 24
19 .15
4.5
Zonal Control Adjustment
4.9
System Type
54
56
5.8
6
Resistance
10 9
7 6
4
3
Other
6 5'
4 3
2
2
Single -Family Detached and Attached
0
0.2
Unit Size (so
0.6
12. Cooling
System
1199
1200
1700 2200
2700
SEER
or
b
to to
or
(assumes ducts In attic)
Type
less
1699
Som of 7-10
SG
None
0
-25 or -24 to -14 to -4110
+6 to
,16 or
SEER
less
.15 •5 +5
+15
more
8.0
•14
-12 -10 -8
-6
-4
8.5
-9
-7 -6 -5
-4
-3
8.9
-5
-4 -4 -3
-2
-2
9.0
-4
-3 -3 -2
-2
-1
9.5
0
0 0 0
0
0
10.0
4
3 3 2
2
1
10.5
7
6 5 4
3
2,
11.0
10
9 7 6
4
3
12.0
15
13 11 9
7
5
13.0
20
17 14 12
9
6
None
-5
Effective SEER
-2 -2
-2
1.6
(SEER xduct eff iclency)
7
5
4 3
Sum of 7-10
2.8
POU
Effective -25 or -24 to -14 to .4 to
+6 b
16 or
SEER
less
-15 -5 +5
+15
more
5.0
-30
-25 -21 -17
-13
-9
6.0
-12
-11. -9 -7
-6
-4
6.6
-5
-4 -4 3
-2
-2
7.0
0
0 00
3.2
0
8.0
9
8 6 5
4-
3
9.0
16
14 12
7
5
10.0
22
19 16 13
10
7
11.0
26
23 19 15
12
8
12.0
30
26 22 18
14
9
13.0
33
29 24 . 20
15
10
7
Zonal Control Adjustment
3
~
HWR
10
8 7 6
4
3
55%
No Cooling System Installed
9
Stories
3 2
2
2
POU
One
-5
-4 -4 -3
-2
-2
Two +
3
3 2 2
2
1
Single -Family Detached and Attached
Interior MasslCFA
TYPE 2 MASS ,
I1. 7NtwC•4.2)
(carpeted 61.b) r JYPE I MASS (U114C + 4.2, Le: exposed slab)
0% 5% 10% 15% 20% 25% M. 35% 40Yi 45% 50% 55% WY. 654. 70% 75% 110% 85Y. 90% 95% l00% 105% 110% 115% 120% 125•
QY.
0
0.2
Unit Size (so
0.6
Water
1.1
1199
1200
1700 2200
2700
Heater Credit
or
b
to to
or
Type
Type
less
1699
2199 ZAr more
SG
None
0
0
0 0
0
or
Solar
12
8
6 5
4
HP
HWR
8
5
4 3
3
2.5
WSB
5
3
3 2
2`
3.7
POU
8
5
4 3
3
SE
None
-37
-24
-18 15
-12
0.8
Solar
-1
-1
-1 moi''
0
2
HWR
.18
-12
-9
.6
3.3
WSB
-25
-16
-12 10
-8
4.5
POU
-18
_ -12
-9 -7
.6
IG
None
-5
-3
-2 -2
-2
1.6
Solar
7
5
4 3
2
2.8
POU
3_
2
1 1
1
IE
None
-28
-19
-14 -11
-9
5.3
Solar
8
5
4 3
3
1.1
POU
-10
-6
-5 -4
-3
2.4
Multi -Family (individual
units)
3
3.2
3.4
3.6
nit Size (s
4
Water
'4.5
699
700
1200 1700
2200
Heater
Credd
or
b
b
a
Type
Type
less
1199
16,099 2199
more
SG
None
0
0
0 0
0
or
Solar
14
7
5 4
3
HP
HWR
9
5
3 2
2
55%
WSB
9
4
3 2
2
2
POU
9
5
32
2
SE
None
-45
-23
-15 -11
-9
4.5
Solar
2
1
1 0
0
5.8
HWR
-23
-12
-8 -6
-5
1.4
WSB
-25
-13
-8 -6
-5
2.7
EQU
-23
12
-8 -6
-5
IG
None
-8
-4
-3 -2
( -2
5.2
Solar
6
3
2 1
1
65%
POU
1_
0
0 0
0
IE
None
30
-15
.10 -8
-6
3.4
Solar
18
9
6 4
4
4.7
POU
-8
-4
-3 -2
.2
Interior MasslCFA
TYPE 2 MASS ,
I1. 7NtwC•4.2)
(carpeted 61.b) r JYPE I MASS (U114C + 4.2, Le: exposed slab)
0% 5% 10% 15% 20% 25% M. 35% 40Yi 45% 50% 55% WY. 654. 70% 75% 110% 85Y. 90% 95% l00% 105% 110% 115% 120% 125•
QY.
0
0.2
0.4
0.6
0.8
1.1
1.3
1.5
1.7
1.9
2.1
2.3
2.5
2.7
2.9
3.2
3.4
3.6
3.8
4
1.2
4.4
4.6
4.8
5
53
1W.
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.9
2.1
2.3
2.5
2.7
2.9
3.1
3.3
3.5
3.7
4
4.2
4.4
4.6
4.8
5
52
5.4
20%
0.3
0.6
0.8
1
1.2
1.4
1.6
1.8
2
2.2
2.4
Z7
2.9
3.1
3.3
3.5
3.1
3.9
4.1
4.3
4.5
4.8
5
52
5.4
56
30%
0.5
0.7
0.9
1.1
1.4
1.6
1.8
2
2.2
2.4
2.6
2.8
3
3.2
3.5
3.7
3.9
4.1
4.3
4.5
4.7
4.9
5.1
5.3
56
58
40Y.
0.7
0.9
1.1
1.3
1.5
1.7
1.9
2.2
2.4
2.6
2.8
3
3.2
3.4
3.6
3.8
4
4.3
'4.5
4.7
4.9
5.1
5.3
5.5
5:7
59
5095
0.9
1.1
1.3
1.5
1.7
1.9
2.1
2.3
2.5
Z7
3
3.2
3.4
3.6
3.8
4
4.2
4.4
4.6
4.8
5.1
5.3
5.5
5.7
5.9
6.1
55%
0.9
1.1
1.4
1.6
1.8
2
2.2
Z4
2.6
2.8
3
3.2
3.5
3.7
3.9
4.1
4.3
4.5
4.7
4.9
5.1
5.3
5.6
5.8
6
62
60%
1
1.2
'1.3
1.4
1.7
1.9
Z1
2.3
2.5
2.7
2.9
3.1
3.3
3.5
3.8
4
4.2
4.4
4.6
4.8
' 5
5.2
5.4
5.6
5.9
6.1
63
65%
1.1
1.5
1.7
1.9
2.2
2.4
2.6
2.8
3
3.2
3.4
3.6
3.8
4
4.3
4.5
4.7
4.9
5.1
53
55
5.7
5.9
6.1
64
70%
1.2
1.4
1.6
1.8
2
2.2
2.5
Z7
2.9
3.1
3.3
3.5
3.7
3.9
4.1
4.3
4.6
4.8
5
52
5.4
5.6
58
6
62
64
75%
1.3
1.5'
1.7
1.9
Z1
2.3
25
2.7
3
3.2
3.4
3.6
3.8
4
4.2
4.4
4.6
4.8
5.1
5.3
5.5
5.7
5.9
6.1
6.3
6.5
80%
1.4
1.6
1.8
2
2.2
2.4
26
2.8
3
3.3
3.5
3.7
3.9
4.1
4.3
4.5
'4.7
4.9
5.1
54
56
5.8
6
62
64
66
85%
1.4
1.7
1.9
2.1
2.3
2.5
2.7
2.9
3.1
3.3
3.5
3.8
4
4.2
4.4
4.6
4.8
5
52
54
5.6
59
6.1
63
65
67
80Y.
1.5
1.7
2
2.2
2.4
Z6
2.8
3
3.2
3.4
3.6
3.8
4.1
4.3
4.5
4.7
4.9
5.1
53
55
5.7
5.9
6.2
6.4
66
68
95%
1.6
1.8
2
2.2
2.5
Z7
2.9
3.1
33
3.5
3.7
3.9
4.1
4.3
4.6
4.8
5
5.2
5.4
5.6
5.8
6
6.2
6.4
6.7
69
+ 1150%
1.7
1.9
Z1
2.3
2.5
Z8
3
3.2
3.4
3.6
3.8
4
4.2
4.4
4.8
4.9
5.1
5.3
5.5
5.7
5.9
6.1
6.3
6.5
6.7
7
105%
1.8
2
2.2
2.4
2.6
2.8
3
3.3
3.5
3.7
3.9
4.1
4.3
4.5
4.7
4.9
5.1
5.4
56
5.8
6
6.2
6.4
6.6
68
7
110%
1.9
2.1
2.3
2.5
2.7
2.9
3.1
3.3
3.6
3.8
4
4.2
4.4
4.6
4.8
5
5.2
5.4
5.7
5.9
6.1
6.3
6.5
6.7
69
7.1
115%
2
2.2
2.4
Z6
2.8
3
3.2
3.4
3.6
3.8
4.1
4.3
4.5
4.7
4.9
5.1
5.3
5.5
5.7
5.9
6.2
6.4
6.6
6.8
7
72
120%
2
2.3
2.5
2.7
2.9
3.1
3.3
3.5
3.7
3.9
4.1
4.4
4.6
4.8
5
5.2
5.4
5.6
58
6
6.2
6.5
6.7
6.9
7.1
73
125%
2.1
2.3
2.5
2.8
3
3.2
3.4
3.6
3.8
4
4.2
4.4
4.6
4.9
5.1
5.3
5.5
5.7
5.9
6.1
6.3
6.5
6.7
7
7.2
7.4
roint system summary:
Climate Zone 11
SCORE CARD
Type (double]
U -value [0.651
•' ` • .
Measures
SC
1. Ceiling Insulation
or
7 ? _
/.600
R-value[3 j
U -value [0.030]
2. Wall Insulation
� 7 or
_
1. Lyy
R -value [ 111
U -value [0.098]
3. Raised Floor Insulation
t 4 or
R-value[191
U -value [0.037]
4. Slab Edge Insulation
A!or
.
Eff. % Glass
R -value [01
F2 factor [0.77]
-C I f It t' %+1• '.
r.__-1__-1 1 '
n 1 ra ton
6. Glass Heat Loss
7. Shading (Shade Open)
a. North
b. East
` c. South
d. West
e. Skylight
8. Shading (Shade Closed)
a. North
b. East
c. South
d. West
e. Skylight
'9.Interior Thermal Mass
10. Exterior Wall Mass
11. Heating System
Zonal Control? ( Y / N )
12. Cooling System
Zonal Control? ( Y / N )
13. Water Heating
Point Scores
f JY
43
0
6 Su
-3
Sum 7.10
- 7 IS
Point Total.
Type (double]
U -value [0.651
% Total Glass (16)
% Glass
SC
Eff. % Glass
/ •1 X
7 ? _
/.600
iZeSr X
=
"
9.(0,3 '
�.. 2 x
_
1. Lyy
?•'t X
=
2.N(24f
i
% Glass
Sc
Eff. % Glass
X
'tG
z.. Z x
S• L X
-4 4 a
l . x
TYPE 1 MASS AREA
Interior W- ss/CFA
COND . FLOOR AREA
TYPE 2 MASS AREA
Ex,.terrior�WallMass
COND. FLOOR AREA
X
SE or HSPF
Duct Efficiency [0.78]
Eff c veSE or
[0.72/6.6]
HSPF 10.56/5.151
q. S_ x
TG =
V-17
SEER [9.5]
Duct Efficiency 10.74) Effective SEER 17.031
S F Wlk sys44w•
Type [SG]
Credit [none]
Point Scores
f JY
43
0
6 Su
-3
Sum 7.10
- 7 IS
Point Total.
CP -1 ti5Ca:e os ComglimCe: Resid.entia Climate Zone 11
. Mandatory Measures Checklist: Residential MF -1R
NOTE: Lowrise ruidenLW buildings subject to aeStandards must contain these ateaaan regardless of the mmp!iu+tt
¢. approach used. Items marked with an astesist (') may be supeseded by mac suingest eomphance requirements listed
t r - \ ! L. •,� 1 F I _ ( t i on the Cutifrye of Compiiarrc. When i is chaklia is irteorpaated into the permit doeumrnu, the (oatcake noted shall
I wr o� WrD �PY7GE' C�U'P (�j�(!( BuildingPemiti!
a � - 'r be crosidctd by all parties u binding �.• :imam component petfomvtncc spep fr..:r... for the mandatory mcastacr .
I
Project A ..re whether they ase shown els—here in the docwnents or on this chocklia only.
C` uktd By / Date
Dc:._tnenta4on Au0or Telephone _-.- r'n;orcement Ag-ncy Us--Ordly f.: .-...��ftON DESIGNER ENTFO;ZcWSvr
Building Envtlopr : trmurrs (%
S T'r7 ,-,rpt Glass Area % Glass ' §2.535211): MinimL.. c.ilinv insulation R•19 weighted avenge.
North S I / ./ , a §2-5352(b): Let _ fill L1....uon manufac a ms's labeled R -Value. ✓
l ! CCf,`Ii Lroncd Floor Arca Number of Stories East 3 3 j ^i ` , �' ' §2.5352(c): `•:i�mum wall insulation in teamed walb R-11 wcighttd avtrage (doe rust apply to �
Number of .Urns $ot Lh uteric ;.:.: .
,,labrrais:Poo: X17
I _�_ � §2.5352(k} Slab edge insulation • wuu absorptirn rare no Beater than 0396, water vapor
Iq West^' "::'r Dctic1 ed (SFD) Addition Mone L . transmission rate ,ogwchn2.Opu-:Jnch. /41114
S ^ c r
Skylight 3 2_ §2.5311: Insulation specified or inaalkd mocts California Energy Commission (CEC) quality
Atf_achei (SFA) (] Existing Building1 tt,naaras read <t- type norm.
[ ] '''=;tI' l r ^ ; (2✓�'r (] Existing Plus Addition Tota! _ 5 S ego §2.5352((): Vapor barriers mandatory L: atna,e Zo= N and 16 only. ✓
§2.5317: Infdtration/Esfiloaoon Controls
' j _- T�,�., s, r . a. Doors and windows br,ween conditioned and untondi Toned spaces designed b b""mil air /
i F ILDLUN , 3 IJ:.LL 11<SU,ATIO;� l leakage v
: ��... ,,h -
v�::O.•_.._:_� Lri�1! 3t10r3 .... rS..O.�..t101�,tCOT_l�t"''..•^,Il� .. _ _.._..: _. - C. ;�oors a:a windows wnthcrsvippcd: all joints and pcncaatims caulked and scaled
l T� r ,TC- � 2?l C (SCLC, to ga.'3f6, v.,viC.^,rt; etc.) — §2-5352(c): Special infJtration barricr installed tocomply with §2.5351 m=Ls CECgtulity . .:
.� _. - standards.
— _
.............. G 7* C.(%Q. §2-535?(,')- Installation of Ftreplaccs
- r - 1. !•S::unry and factory -built fL-cp:sc:3 have: .
a. Tight fttang; closcsbk mca: or glass 6"
b. Outside au intake with damps and contra!
per
r.. _ ............. _ _ e. Flue cam and control
t:o•::.....:,...... 2. Nocontintsousbum�
inggaspilalbwcC.
r ..
i H^J ............. -— HVACaad PlumbiagSyssem Measure
' .............J2 -5352(g) and 2-5303: Spacc conditioning equipmutac
u sizing: ath txktilstiau. _
-- -
- --r--=- r'�r.:::- — _ ---- .'----.__. _r. _ _.. _----------.-- --- ----------_---- -. ---------•_-- ---- - —,--- ---'--.-- - __ .. _-§2-5352(h) and 2:3315:3.ctbacksAcrttwstuonall-4plitablebealingsysmms._ .. _... --- - -- :- -----------. _..---------- ----
t -
12.5316(a)• Ducts constructed installed and iruutatcd pee Chapter
rp ...... +' ' • 10 1976 UMC.
i`�1`Shading r2i1%eS §2-5316(b): Eiauu syems have damper conwolsei
-
:
§2.53 M(c): Gas -furl space heating cqui ment his intermiarnt i ;-
p gr;;_.;, devie•
t (14? LnQ Area (31 ass Type tI2tei Or Eztetzor Overhang Frarn ing Type 4:: §2-5314: HVAC equipment• water heaters• showerheads and faucets ccnified by the CEC
n,,ta ^ (Sr� (sing?z, daubte) � oiici blin- etc.) :
•. �, ) (sWcscreen, eic.) (yesfio) (metaliwood) .t §2.5352(i): Water Ireua insulation bLinkct (R-12 or greater) or combined imuierju,crior a/
insulation (R-16 or grater): fust 5 (est of pipes closest to tank insulated (R-3 or K==).
wen, p=4L §2-5312(Eacep6on 1): Pipe insulation on steam and steam condensate return & recirculating ^
Cast( .) .• r 1' + §2.531g(d): Swimming Pool Heating
hs•IJL4 - I. System has: ..
! :. : i _ ' ._ � a.OrJoff switch on heater.
f s b. Wcatherproof insauction plate on Reiter.
p !, SOI±L / __6_ 6 ' _ ,le �1.ILI r 7.�-- e. Plumbed to allow for solar. .
2. 75 percent thermal efficiency.
, 3. Poo! cover.
'Kest $t ( Q.a - L_ �yr, yf/t' r r/ )/..T� 5. Ti Dir c c lock.
Directional
lir e s t ( } .rest r�fn�t- fGcull t—
t 5. Diroctional wa¢r inlcL
l.
t Jn� Il �r,. ••• � _ ! '_ ..__ . _ .. i ' Lighting, and Appliance Rleuures - - _ • ; _
§2-5352(j): Lighting - 25 lumens/watt or greater for general Gehring in kitchens and bathroeru.
T
1 1 i C. i ; i L MASS §2-5314(c): Gas fu -..d appliances equipped with intermittent ignition devices. ✓ -
t l ` 1 ff : C -I - ee r, ;; i 1.re2 Till Ci rleSS
12-5314(a): Refrigerators. refrigerator -freezers. (rcaus and fluorescent lamp ballasu cenified
1 ;Lv rr�� by the CEC_ Indicate make and model number.
-
t, (s:a D•/ ex;x`se�j. Ia r- .lc.) (sf) (inc es) Lccadon.':' . (knell-' etc.)
LIC c ti4- f'E+rJG 2 13_ t— lkVR L I YJ COMPLIANCE STAT',.MEN'T
This certifi: arm of compliance lis'iz the building features and performance specificafions needed to comply with
TSde 24, Chapter 2-53 and Title 20, Cha ptcr the California Administrative code. This
pie pter2.S7tbdsa 4.Arhrle 1 Cf
S' .....
t�' ''• certificate has b.:.- : oigSkL'' by the ind.ividu:.:. •-: ••-*aII design responsibility and the building owner, who shall
HVA C S Y .°TZ%iS Iviin :-num D= retain a copy of it and trw=it d)e certificate to any subsequent purchaser of the buUding-
{l T}T_(fumes., air Efficicnoy Locador, Dict Output Manufacturer! Model #
j;. t;•::,_i:;ct cr, hest p un>) (5E SEER,HSPF-) (attic, e'r.) R -Value (Btuh) (or apt,. G',Ia]) Designer Building Owner
cmc LHDELt_ EIU 2Tame:
E / QW S,'VOL-) �'1 '�:.e-11 Y' y 'TttklFtsrrL f� u,
E _Srs�N Rot3��'f '�tFaGGo
C t # 1'fE C - Tu a flf:� s (� TttldFiam
Addma: In 54 °B° 6IS Ac i KJ Addmn: G$ 00 PSN TZ. C>. .,:.
--AMAo►tsr L'A. t
Telephone _;> I bole r Tcicphonc i*%Z- /4.
Maximo: Furnacel;ea:irg Output: Btull Lie.
110TWATER SYSTEMS
tj - Tank Manufacturer/hicdel #1
as, etc.) C°^aClt r OrayY: d Oual -'?, c s, date (signature) r ) ( pp` e ) pure(„) ( LTt ) (date) t 6) (date)
--�— Doc,;,,rU-fa!ioP hor EnforcenfentAgency
i - - ----- _ -- �- r - Narnc: b Gk 1M-
• NaTc:
C~ a l�S r✓�'• �� ``
1. Ceiling Insulation
-IS -6
+5 +15
Number of stories
Number of stories t
R -value
One .
Two
Three r
R4
-103
-4
32
R-19
-8
-4
-2
R-11
-2
-2
-2
R38
0
0
0
''r' U•valus -
Percent
--_
16
0.50 _
-176
-64
-64
0.30
-102
49-
-32 '
-
0.10
.26
-13
-8
0.08
-18
-9
-6
' - 0.06
-11
-5
-4
0.04
i
-2
-1
0.02 •
4
2
1
0.00
11
5 ,
. 3
L Wall Insulation
1
. 0.60
6
Single-
Single-
------ _ ._-
9
Family
Family
Multi -
R -value
Detached
Attached
Family
R-0
._68
-51
34
R-11
0
0
_ 0
_-R-13
2
2
3
_ :: R-19
8
6
,-1'
;. 4 .
U -value
-
46
-14
0.80
:--153
-114
> -76
0.50
-91
-68
,, -46
0.30
-47
36
-24
- 0.10
0
0
...
0
0.08
4
- 3
2
0.06
9
7
= 5
0.04
14
11
7 .
0.02
19
14
10
0.00
24
c 18
- 12
5
10
16 '
.. 3: Raised Floor Insulation
-29
-:
T� Insulation to Floor
'
11
s. Number of stories
-` .- R -value
', One
,-. Two
: Three
7
12
16
17
R-11
3
2
1
P,-19
0
0 '
;; 0 ;
R-30
3
1
1
_ . U -value
. -
-
1
-._.0.60.
{44
-70
-.46
0.50
-120
_-58
38
- 0.40
-95
46
30
0.30
-69
--34
-22
0.20
-43
21
- -14
0.10 •
-17
-8
_5
0.08
-11
-6
-4
O.C6
-6
-3
-2
0.04
-1
0
0 "
0.02
4
2
1
0.00
10
5
3
Controlled Ventilation Crawlspace
-IS -6
+5 +15
Number of stories
Effective Percent Gusts
R -value
One
Two
Three
R-0
11
-7-
7"
s
9
R•5
-4
-4
3
R-11
-2
-2
-2
R-19
1
a -2
-2
4. Slab Edge Insulation :------------
Percent
--_
16
Number of Stories
.41 to .31 to 0.30 or
R -value
= Ore
Two
Three
R-0
0 ..
, 0
0
R-5
8
5
2
R-7
8
._ g =
3 -
F2 factor
-14
3
8 i
0.90.
-4
3
-1
0.80.
-i
.1
0
0.70.
2
2
1
. 0.60
6
4
2
0.50
9
6
3
0.40
12
8
4
.i. Infiltration (air Leakage)
-IS -6
+5 +15
Specifcetion
Effective Percent Gusts
7. Shading (Shade Open)
Points
_
. (percent
SlAndard
7CFA One Two Three One
EAecti%v
_-,. ---
0
Class
6. Glass Heat Loss
9.0 -4
XGlass
(percent
Total
SCS
Skf%hl
18
-14
t.1 -value
...
Percent
-
16
.51 to
.41 to .31 to 0.30 or
Glass
Single Double
.60
.50
,40
less
50
-121
-S3
-39
-24
-10
4
40-
-90
37
-26
-14
3
8 i
35
-75
-29
-19
-91
3
10
30
31
-21
-13
d
4
12 '
29--
-58
-20
.12
3
5
12
28 -
-55
-18
-10
-2
5 "
• 13 1
27
-52
-17
_ .9
-2
6
13
1
3
4
2
2
6
1
25
46
-14
•7
0
7
14 i
24 '
-43-
-12
•5
1
8 .
14 i
J:, 23
40
' , -11
-4
- 2
8
15
22
37
-9
3
3
9
15
21
34
-7
-2
4
10
15
20
31
3'
0
5
10
16 '
- 19
-29
-4
1
6
11
16 J•
18
-26
3
2
7
12
16
17
-23
-1
3
8
12
t-
17
16
-20
0
4
913
M
17 (
15
-17
1
6
10
14
17
14
-14
3
7
10
14
18 I
13
-12
4
8
11
15
18 j
12
-9
6
9
12
15
19 I
11
3
7
10
13
16
19 i
10
3
9
11
14
17
19 ;
9
-1
10
13
15
17
20
- 8 _-2`12-_14.
SE HSPF less -15
.5 +5 +15 more
1 1700
i6_
18 .T20
i�
�. Shading (Shade Closets) .,
-IS -6
+5 +15
Interior ' Stab Floor
Effective Percent Gusts
7. Shading (Shade Open)
Mass Jories -
_
. (percent
itaas x SC) • •--
7CFA One Two Three One
EAecti%v
_-,. ---
Errectlre Percent
Class
-1 1 c
9.0 -4
XGlass
(percent
Y1ass x
SCS
Skf%hl
18
-14
-48
...
Effective "
ria
16
?
-42
t
y Glass' North'
East
South
West
Skylight !
18
:5:.
1_
4
1
na`
16 :
4
2_
5
1
na
-14'.
4-
2
5
1
na=
"12
3
3
5
2
na`-
11
3
3
5
2
na
10
2
3
5
2
1
9
2
3
5
2
2
8:
2
3
5
2
2
7
1
3
4
2
2
6
1
3
4
2
3 t
5
1
2
4
2
3
4-
0
2
3
13
1
3
0
1
2
1
3
2
0
0
1
0
3 1
1
-1
-i
.1
.1
2 i
0
-1
-2
-4
-2
0
a = not allowed
0.80 10
Wale(
1199 1200.'1700
2200
�. Shading (Shade Closets) .,
-IS -6
+5 +15
Interior ' Stab Floor
Effective Percent Gusts
-12 -10
Mass Jories -
_
. (percent
itaas x SC) • •--
7CFA One Two Three One
EAecti%v
8.9 -5
XO.0': -8 -6
-4 .2
-1 1 c
9.0 -4
XGlass
NoM Esau
South
Wect
Skf%hl
18
-14
-48
39 -
-64
ria
16
-12
-42
-59
-55
na
i4
-10
35
•50
-46
na ,
-12
-8
-29
• -40 '- :
37
na
11
--7
-26
__73
33
na - -
10
3
-23
31
-29
-74
9 -
-5
-20
-27
-25
c:
8 -
-5
-17
-23
-21.
-56 .
7
-4
-14
-19 . •
-18
-47
6
3
-11
-15
-14
,
38
5
-2
.9
-it-
-10
30
4
-1
3
-8
-7
-23
3
0
-4
-5
-4
-16
2
1
1
-2
-1
-9
1
1
1
1
1
-4
- 0 --
2
3
4
3
0
9. Interior Thermal Mass
-IS -6
+5 +15
Interior ' Stab Floor
Raised Faar .
-12 -10
Mass Jories -
_
swag
-7 -6
7CFA One Two Three One
Two ^. r
8.9 -5
XO.0': -8 -6
-4 .2
-1 1 c
9.0 -4
,0.1''' .8 _ -5
3 -1
0 0
9.5 0
0.3 *-7 -4
•2 0
1. i
10.0 4
0.5 -6 -3
.1 1
1 2
10.5 7
0.7- 5 2
-1 1
2 2
11.0 10'
0.9 -5 .1
0 2
3 3
120 15
1.1 ... 1
, _._.3 ._.
4 4 .
WSB -25
1.3 -3 0
3
4' S
.5
1.5 •3 1
4i.
.5 5
cMdency)
20 -i , 2
a 5
67 ,-
---6
.3
25., , 0 3
5
-7 e '
'FR leu
3.0 1 4
6 '8
89
5.0 30
3.5 2 5
7 9
- `' 10 '
6.0 -12
4.0 °3"' 6'
8 9
10 '
6.6
4.5 3 7
8 10
•11 11
7.0 G
15.0 -4'•.7
9 11'
12.
8.0 9
5.5 ' 5 8
9 11
12
9.0 16
6.0; 5 8
10 12
13 13
10.0'22
6.5 6 9
10 12
13 13
11.0 26
7.0 6 9
11 13
13 14 ,
120 30
7.5' 6 10
11 13
14 14
13.0 33
8.0 7 10
11 13 .'
14 14
Zonal Control.
8.5 -7 10
12 13• •
'14 .15
8 7
10. Exterior Wall Thermal Mass
3
ExteriorSingle-
Fern .. L ...
5 53
10%
Wa8
.::
-
Ailing
0.6
Mass Detached
AFattacchehern4
d - � --
Family .
_
0.00 0
0
.0
-2
0.20 3
2
1
'- 1
v 0.40 5
`
4
3
42
060 a
6
4 [
-i
0.80 10
Wale(
1199 1200.'1700
2200
--1.00 13 ...
10
7
to to
13
12
8
21« 2699
,.1.20
1.40 12
13-
9
0 0
<" 1.60 -_:.•:. 10
13..::;
., 11...
F
+:1.80 •.:.. 10 .:.:_
...12 -
12
,
== 200 10 '.
11
13
M
2
POU
SE None
8__ : 5
4 3
18
11. Heating System
Solar
- SEorRSPF-
-1
-1
HWR
- (assutnes ducts In attic)
.
3 ,
Sum of 1-6
-25 -1:
.12 -10'
_
-25 or -24 m
-14 to 4 to "+6
to76 or
-9 -7
SE HSPF less -15
-5 +5 '
+15 more
-2 -2
0.72 6.60 0 0
0 '0
0 '0
4 3
0.75 6.88 3' 3
3 2
2 1
1 1
0.80 7.33 8 7
6 5
4 3
.14 -11
0.85 7.79 13 11
10 8
7 5
4 3
0.90 8.25 17 15
13 11
9 7
-5 -4
0.95 8.71 '20 18-15 13
11 8
-Family (individual units)
Sum of 1-6 '
�+6
.13
Unit
Effective -25 or -24 to -14 In 4 to to 16 or
21
SE HSPF less -15
.5 +5 +15 more
1 1700
0.30 2.75-73 -64
-56 -47
3a -30
to
na 3.41 '-45 -39
-34 -29
-24 .18
.1.699 2199
0.40 -3.67 -34 30
-26 -22
-18 -14
a
0.50 4.58 -10 -9
-8 -7
-5 -4 '
1.1
0.56 5.13 0 0
0 C
11 0
2
0.60 5.50 5 5
4 3
3 2
26
0.70 6.42 i7 15
13 11
9 7 `.
3.7
0.80 7.33 25 22
'
19 '16
13 10
4.5
0.90 8.25 32 • 28
24 20
17 13
S.6 5.8
1.00 9.17 37 32
28 24
19 15 '
12
Zonal Control Adjustment
System Type
Resistance
' Ocher
10 9 7 6 4
6 5 4 3 2
12. Cooling System
SEER
(Xmmes ducts in stile)
Sven of 7.10
-25 or -24b -1410 -4b +6b 16 or
SEER le4a
_
Water
Heater
Type
-IS -6
+5 +15
more
8.0 -14
-12 -10
-0 3
-4 ,
BS -9
-7 -6
-5 -4
3 .
8.9 -5
d -4
3 -2
•2
9.0 -4
3 3
-2 -2
-1 ,
9.5 0
0 0
0 0
0
10.0 4
3 3
2 2
1'
10.5 7
6 S
4 3
2
11.0 10'
9 7
6 4
3
120 15
13 it
9 7
5
WSB -25
14-..
12
-6
.5
Etredlve SEER
- -2
(SEER x duct
cMdency)
.5
IG
.um of 7-10
---6
.3
%ctive-25 or -24to .1410
-4 b +6 b
'16 of
'FR leu
-15 -6
+5 +15
more
5.0 30
-25 -21
-17 -13
-9
6.0 -12
-11• .9
-7 3
4
6.6
-4 -4
3 -2-2
207E
7.0 G
0 0
0 0_
0
8.0 9
a 6
5 4
3
9.0 16
d 12
9 7
5
10.0'22
;' 16
13 10
7
11.0 26
2: 19
15 12
8 '
120 30
26 22
18 14
9 .
13.0 33
29 24
20 15
10
Zonal Control.
tjustment
3.4
10
8 7
3 4
3
-4.6 4.6
5 53
10%
0.2
" • ' . No
Cooling System Ins: led
0.6
Stories ,.
1.2
r
_
One -5
-4 -4
-3
-2
Two +. 3
3 . 2.
2 2
'- 1
3.S
17
4
42
Single -Family Detached
and Attached
'
Unit Size (sQ
03
Wale(
1199 1200.'1700
2200
2700
Heater Credit
or b
to to
or
Type- Type
less_ _ 1699
21« 2699
more
SG None
0 0
0 0
0
or Sclar
12 8 :
6 5
4
HP HWR
8 5
4 3
3
WSB
5 3
3 2
2
POU
SE None
8__ : 5
4 3
18
3
Solar
-1 -1
-1 -1
-1
-1
HWR
-18 -12
-9
3 ,
WSE
-25 -1:
.12 -10'
-8
F_ .__.-18
_•12
-9 -7
-6 .
IG None
•5 -3
-2 -2
-2
Solar
7' 5
4 3
2
POU
3 2
1 1
1.
E None
-28 -19
.14 -11
-9
So!ar
8 .5
4 3
3
POU
•10 -6
-5 -4
-3
_ Multi
-Family (individual units)
1.3
.13
Unit
Size (s
21
23
7ID
1 1700
22r
Crodd
or
to
16
Tr:-
less 1199
.1.699 2199
more
SG None 0
0
0
0
0 i
or Scar 14
7
5
4
3
HP HA'R 9
.. 5
3
2
2'
visa 9
4
3
2
--valee ue [38) -
T�or
R-value[111-U-value
POU 9
5
3
2
2'
3 SE None -45
-23
-15
.11
•9
2 Sciar 2
1
1
0
0
HWR -23
-12
-8
-6
'•5
WSB -25
-13
-a-
-6
.5
Nae 2
- -2
-8
_ -
.5
IG
[double]
---6
.3
-2
i -2 '
- Solar 6
3
2
1
1
POU _1
0
- 0
0
0
IE Nene 30
15
.10 -
_8
-' -
10% 15%
207E
2Y4
4
35% 40%
v.J ?
50%
55%
:
707E
Interior Mass/CFA
.
"Pit r "is-
•-
SCORE CARD
_.._ .
__ .__-- -.... _
. _
.....,... .
------Measures
Z,SS
Point Scores .......
1. Ceiling Insulation
_'_•-�
or
21,47
2. Wall Insulation
--valee ue [38) -
T�or
R-value[111-U-value
- U -value [0.030]
lz�
_
.
u.iwtse...tr
_. ...-.
�. ..-
I . 19
U-value(0.037]
e Gc,
4Slab Edge
eIn-sula--
rrre
t
suss
folic a ..
-2'.
1et exposed
Slab)
F2 fact.. 10.771 •^
- - - _� ..__
_ _. _ _ ... __ _�
5. -Infiltration__
_ Standard
_
_ _
_ 0
-
6. Glass Heat Loss
_ -
i
[double]
U -value [0.651
90 Total Glass 1161
Sum 1S-
7.. Shading (Shade Open) .•_,.
x
A3 =
:. r., '.
Zonal Control? ( Y / N)
__.._...._%Glass
_. .._SC ____.__
Eff.%Glass
-- a• ----North
- -- I , 3 I-
x
_
0%
5%
10% 15%
207E
2Y4
30%
35% 40%
45%
50%
55%
60% 6S%
707E
75%
60%
85%
90%
95% 100% 105% 110% 115% 120% 125.
0%
0'
0.2
04'06
0.6
1.1
1.3
1.5
1.7
1.0
21
23
23
?.1
2.9
32
3.4
3.6
38
4
4.2 4.4
-4.6 4.6
5 53
10%
0.2
0.1
0.6
"0.8
0.6
t
1.2
1.4
1.6
1.9
21
23
2S
V
29
It
3.3
3.S
17
4
42
4.4 46
4.8 5
'5.2. SA
20%
03
0.6
1
1.2
1.4
1.6
1.6
2
22
2,4
21
20
3.1
13
15
37
3.9
4.1
43
43 46
S 52
5.4 56
30%
O.S
0.7
0.9
1.1
1.4
1.6
1.8
2
22
21
26
28
3
32
3.5
17
19
4.1
43
4.5
4.7 49
S.1 5.3
' 56 58
40%
0.7
0.9
1.1
1J
1.5
1.7
• 12
22
24
26
2.6
3
32
3.4
36
3.6
4 •
4.3
4.5
4.7
4.9 5.1
53- 5.$
5.7
50%
0.9
1.1
1.3
.13
1.7
1.9
21
23
25
27
3
32
14
3.6
16
4
4,2
4.4
4,6
4 6
11 5.3
5.5 5.7
X59
5.9 -6.1
SS%
0.9
1.1
1.4
1.6
1.6
2
2.2
24
2.6
26
3
31
3.5
3.7
19
4.1
4.3
4.5
4.7
4.9
5.t S3
S.6 5.8
6
60%
1
12
1.4
1.7
1.9
21
23
25
2.7
29
11
33
3.5
34
4
4.2
4.4
4.8
41'
5
52 5.4
56 59
.62
6.1
65%
70%
_ 1,1
1.2
1.3
1.4
1.5
1.6
1.7
1.9
22
24
26
26
3
3.2
3.4
36
3.6
4
4.3
4.5
4.7
4-9
$J
53 55
S.1 5.9
.63
6.1 -64
1.6
2
22
2S
27
2.9
3.1
3.3
3S
3.7
3.9
4.1
43
4.6
4.6
S
52
54 56
S6 6
62 64
75%
1.3
1s
1.7
.1.9
21
23
M
27
3
12
14
16
3.8
4
4.2
4.4
4.6
4.8
S.1
5.3
13 C S,7•:
5.9 6.1
. 6.3•.6.5
80% - 1.4
-1.8
1.6
-2
22
24
26
2.6
3
3.3
3.S
17
3.9
4.1
4.3
4.5
4.7
4.0
5.1
54
S6 58•=6 '� 62
=-64 '66 I
657:
90%
1.4
1.5
1.7
1.7
1.9
2
2.1
"2.2
Z3,
24
25
26
2.7
28
2.9
3
3.1
33
35
3.6
4
42
4.4
4.6
4.8
S
S2
' 54
56 59
6.1 • 63
65 67
1.6
1.6
2
22
25
27
2.9
3.1
32
33
14
3.5
3.6
11
3.1
3.9
-4.1
43
4.S
4.7
4.9
5.t
53
55
5.7 5.9
'62 '64
661ie
100% ' 1.7
to
21
2.3 '
2S
26
3
12
3A
18
3.1
4 '
4.1
4.2
43
4.4
4.6
4.5
48
S
5.2
5.4
5.6
'
5.1 5
5.2 6.4
6.7 ' 6 9
4.9
5.1
S.3
53
S,7
5.1 • 6.1
6.3 6.5
- 6.7 ' 1
105%
1.6
2
22
2.4
2.6
28
3
3.3
3.S
3.7
3.9
4.1.24.3
45
4.7
49
S.1
5.4
S8
5.8
6 ,t12
6.4- S
•61 `7
668
110%
. 1.9 _.
'2'
21 .
2.3
.2.5 .
27
29
11
3.3
3.6-
3.8
4
4.2
4.4
4.6
4.8
S
5.2
5:4
3.7
5.9
6.1 d3
6.S 6.7
7.1
1157E
120%
2
22
23
24
25
2.6
27
28
3
32
34
3.6
3.8
4.1
4.3
4.5
4.7
4.9
5.1
5.3
5.S'3.7
5.9
6.2'6.4
1A-6.8.'7
:,7.2
125Y.
21
2.3
25
26
29
3
3.1
32
3.3
3.4
3.S
3.6
3.7
3.6
3.9
4
4.1
4.4
4.6
4.8
S
S.2
5.4
5.6
S 8
6 ..
62 6.S
6.7 6.9
' 7.1 i 7.3
42
4,4
4.6
4.9
5.1
5.3
SS
S.7
5.9
6.1
6.3 ' 6.5
6.7 7
7.2 7.4
rolnt system bummary: Climate Zone 11 J
% Glass
SCORE CARD
_.._ .
__ .__-- -.... _
. _
.....,... .
------Measures
Z,SS
Point Scores .......
1. Ceiling Insulation
_'_•-�
or
21,47
2. Wall Insulation
--valee ue [38) -
T�or
R-value[111-U-value
- U -value [0.030]
lz�
= '=
3. Raised Floor Insulation
- -- _ 10. )
or-
R-valuel91-- _
_. ...-.
�. ..-
I . 19
U-value(0.037]
e Gc,
4Slab Edge
eIn-sula--
or
TYPE 1 MASS AREA _
COND. FLOOR AREA
_tion
-
R -Value (0.1
F2 fact.. 10.771 •^
- - - _� ..__
_ _. _ _ ... __ _�
5. -Infiltration__
_ Standard
_�__ _ ____.
_ _
_ 0
-
6. Glass Heat Loss
_ -
i
[double]
U -value [0.651
90 Total Glass 1161
Sum 1S-
7.. Shading (Shade Open) .•_,.
x
A3 =
:. r., '.
Zonal Control? ( Y / N)
__.._...._%Glass
_. .._SC ____.__
Eff.%Glass
-- a• ----North
- -- I , 3 I-
x
HSPF 10.5615.151
b. East
C. South
- - P_
x
x - . ? 7 =
9, .-(1
] , O
w _
.0
4 3
d. West
3.
Duct Efficiency I 741 Effective SEER 17.031
[ °
_ e.- Skylight
/7
), 1 of
x 7Z =
7
, 95�
.,1
_.X..
S. Shading (Shade Closed)
}i^_.SGI
C
r
% Glass
- SC Eff. % Glass
- -
a. North
f r 3 1
X
b. East
Z,SS
X
.Paz = 2 .'7(
C. South
21,47
_
eZ2_
d. West :... ..
3 , 17
x
....e.-_. Skylight
I . 19
x
e Gc,
9. Interior Ther- -' :ass --�- --
_ _
TYPE 1 MASS AREA _
COND. FLOOR AREA
10. Ext-,-•,,. all Mass _-------•
TYPE 2 MASS AREA-
ND. FLOOR AREA
_ -
Exterior Wall Mars
Sur,1G7--10 t
11. Heating System
7
x
A3 =
Zonal Control? ( Y / N)
SE-HSPF
_
Duct Efficiency [0.781 Effective E or
[0.72/6.61
HSPF 10.5615.151
12. Cooling Systew'
q, S .
x
_ Fr _ R. 117 -
7_-; :__' 'Co ni-o1? ( Y / N)
SEER [9.51
Duct Efficiency I 741 Effective SEER 17.031
[ °
13. Wa er Heating
S_
}i^_.SGI
C
JI.Iw,6ww..w.,W,wlw}�rnwuws�.rf+�
u�in'rswVw+a�aJ�a�!Awaunf�r:
' I 1
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I`
I
{
I I I { I
i �a
,...,m.,_,..._, ...._.. -...-� ,,,.., an tr ���•.ztw�
,,
..
.. ,.
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_
r
I11 I, I '. Vii, 1 I 11 �, ' kl ' '�1 l per^r; �A$4�, rl T� ` I vy,,` TR
f) T/ f�l, I _..t r.+uLf1 Ir g� 1' 1 ,W4,
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toll,I � �-
1 I: 1,is l k4 1 d�
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