HomeMy WebLinkAbout064-650-02464-65-24 `.t. 2526-PE,,�/?
r`YORK,,Rusell & Joan
6070-Yartirdge , Magal •ContR: ''Jerold,burton•(new single family)�
B07-2551 064-650-024
MISCELLANEOUS HVAC Change Out
HVAC CHANGE OUT. ` '
6070 PARTRIDGE WAY
YORK FAMILY TRUST„
0
Fc.oTqqr7Cflli LCD
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
,b .PROJECT INFORMATION
Site Address: 6070 PARTRIDGE WAY
Owner:
Permit NO: B07-2551
APN: 064-650-024
YORK FAMILY TRUST
Issued Date: 12/17/2007 By KCG
Permit type: MISCELLANEOUS
6070 PARTRIDGE WAY
Subtype: HVAC Change Out
MAGALIA, CA 95954
Expiration Date: 12/16/2008
Description: HVAC CHANGE OUT
(530) 873-4728
Occupancy: Zoning: ARMH
Contractor
Applicant:
Square Footage:
SECO HEATING AND AIR
SECO HEATING AND AIR
Building Garage Remdl/Addn
4320 ANTHONY CT, SUITE 1
4320 ANTHONY CT, SUITE 1
ROCKLIN, CA 95677
ROCKLIN, CA 95677
Other Porch/Patio Total
(916) 652-6755
(916) 652-6755
r.
s , FEE INFORMATION
DBM Heat Pump (Package Unit) $58.00
Total Charged: $58.00 Fees Paid: $58.00
Balance Due: $0.00 Receipt No: B5653
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
SECO HEATING AND AIR 888629 / C20 C38 / 12/31/2008
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER PEN OF PERJURY that I am licensed under provisions of Chapter 9
(comm u g with Section 7000) of Di sion 3 of the Business and Professions Code, and my license
pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)
is m ful for d effect.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 12/17/2007
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
Contractor's Signature Date
❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
^,WORKERS' COMPENSATION DECLARATION
COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
HAVE
the work himself or herself or through his or her own employees, provided that such improvements
❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are notintended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
action 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractor's License Law dows not apply to an owner of the property who builds or improves
�My Workers' Compensation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Cartier. PREFERRED EMPL(policy Number. WKN1275722 E, p. Date:05/01/2008
Contractor's License Law.).
(This section nee not a competed if the permit is or one hundred dollars ($1o0) or ass.
❑ I AM EXEMPT under Section B. & P.C. for this reason:
❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
ISSUED, I shall not employ an person in any manner so as to become subject to the Workers'
Compensation laws of Califo i ,and agree that if I should become subject to the workers'X
12/17/2007
compensation provisions of a ion 3700 of the Labor Code, I shall forthwith comply with those
Owners Signature Date
provisions.
X 12/17/2007
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Signature Date
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
injury, including death, and pro a damage caused arising out of, in any way connected with
HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION,
( )
t is
the issuance of this permit. I reb acknowledge that issuance of this permit does not authorize the
a
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
u or panty of any side alk, treat, or subsidewalk. 1 hereby authorize representatives of Butte
ATTORNEYS FEES.
o enter ova m ntio ed prop for' spection pu oses. I hereby certify that I am the
props or author; to ae/rty oCrr}�rs elf.
'CONSTRUCTION LENDING AGENCY
12/17/2007
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of Permittee SI N]'Print Date
the performance of the work for which this permit is issued. (3097 civ. code)
\ ������'
Owner 1:1 Contractor OR; Agent for Owne 1/IAgent for Contractor
FILE COPY
Lenders Address City State Zip
BUTTE COUNTY��
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED AT TIME OF APPLICATION
Website: www.buttecounty.net/dds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Name O(
irst Name A(SS'
Address /10 P �xGt' / e
tv Alw
City M
Stateip
'?y J
PhoneDD_ O 7
Fax
E-mail
CONTRACTOR
ARCHITECT/ENGINEER
Name Seco
�vxa
AIC
Address 1 L� r� /� , _.�,_1 O�
�1
City D
Stal:6
Zip
Phon`(o OS%,'{c`�l'Jf'�
Map Book
Fax
E-mail
Lic. #p
r
UCIals
APPLICANT SIGNATURE
X
For office use only:
ARCHITECT/ENGINEER
Name
5cco h A
.J 'i1�.�-tom
Address
SRA
City
I No
State
Zip
Phone
Map Book
Fax
E-mail
Planner
State License Number
APPLICANT SIGNATURE
X
For office use only:
APPLICANT INFORMATION
Name
5cco h A
.J 'i1�.�-tom
Address
SRA
City
I No
State
Zip
Phone
Map Book
Fax
E-mail
Planner
APPLICANT SIGNATURE
X
For office use only:
Zoning
Pro dy A(dddres —/ ' ✓
�� e I^�
Flood Zone
Cross Street
SRA
I Yes
I No
Occ.
Type Const.
Subdivision'Name
Map Book
Page
Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
K:IFORMSWILDING FORMS161dgApplSubRgmts.doc
PERMIT
NO.
11
BIN #
PROJECT LOCATION
�J
API 0/, O
Pro dy A(dddres —/ ' ✓
�� e I^�
Cit
�'%t
Cross Street
WORKER'S COMPENSATION
Policy Number c S ;d-)1
Carrier --- \J (
I CLk �. t h vJ to C2.
If hiring anyone other than license contractors, a certificate of w ker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Page 1 of 2
Description or Scope of Work:
V C chql?
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
required.
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
l) Ot7
Received by: J�, �. Amount: Bldg
SRA
Receipt #: Sheriff
JJ SMIP
Date: �.� 1Other
[� Total
REV 8-12-05
64-65-
24 2526-89B,P,E,M .
10%. Air 4/.X-r;
Rusell & •Joan 3 ,
/—/7✓Lf/��jG�4r�J.�/ 6070-Partirdge, Magalia
13-;r lacd zo-c ContR: Jerold burton
��11l1i:�k PEI(new single family)
PEhm, s_
OWNER
CONTR.
Z �Z-8q — ���G a. B�A/� Sr2q���G �- t,f�G s •�;�.�._
ASSESSOR PARCEL
LOCATION
f
Temp. Power Pole
Called PG&E
Temp. Elec. Service
Called PG&E
Temp. Gas Service
Called PG&E
JOB FINALED (Date) �^
Signature
OK
0=Not OK
- = Not Applicable
= Not Ready
MOBILE DOMES MISCELLANEOUS
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Date
DECKS,COVERS,CARPORTS,GARAGES, (Plags)OK except #'s
1. Zoning Requirements -Setbacks -Easements
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support -Sketch
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Sewer; Location -Test -Fall -C/O -Concrete
3. Decks; 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 ; 1.
5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete
6. Gas; Location -Test -Wrap: / /"L"ft.
/ /"Nat. or/ /"L"ft./ /"LPG
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Utility Clearance
7. Elec.
8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses
9. -Siding; Nailing -Veneer -Stucco -Mesh
Card -B1
Date Card -131 Date
10. Roof; Shthg-Roofing
Card -131
Date Card -131 Date
11. Ext.; Steps -Doors -Landings
Date
MOBILEHOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Card -81
Date Card -61 Date _
2. Footings; Size -Spacing -Marriage Line
Card -131
Date Card -131 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; Compactidn-Structure Stability
7. Water and Sewer Connected -C/O to Grade -HD Approval
3. Pool Structure; Steel -Connections -Thickness -
Dead Men -Lining
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
4. Elec.; Receptacles and Lighting, Distances-GFI
10. Cert. of Occupancy
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed'
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg.
Boxes-Enclosures-Panel boards -Ins. to Main in Conduit
Card -B1 Date Card -B1 Date
Card -131
Date Card -131 Date
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Card -131
Date Card -61 Date
Card -131
Date Card -131 Date
= uK-
oF Not Oxy
RESIDENTIAL (Single and Duplex)
' - =Not Applicable �
' ;Nat Ready r Lllq-
Date UNDERFLOOR (PI s) OK except #'s
Date FRAM�Continued)
T,Z6`p g -S acks;-Ease rits-F d -SI a
4Del9an -Post Caps -Anchors -Connectors
tg fMain; S � lec rnd.-//,F/" Ftg. Depth
4 Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng.
,VftGarage; gods -Steel--/-,,/ -/ /" Ft .Depth
ire ce Ties or Type A Flue -Fireplace Throat Clearance
tg_PorZhes'& cks; S ' -S-//,P/"Ftg. Depth
4 . ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
"Iwnwalls, Main; S 1 -Bio - uts- ppeddr
. Windows or Exiting Doors -Sill Hgt. & Dimensions
KSterriwalls, Garage; el -Bio outs-WtaVp W'
5 . arage Fire Protection Framing
b; Sto&Wg4pped usj I'/-
y Line Firewall & Openings
Piers-Frrepfece Fh�F�1
5 . oors-One 3' -Check Garage -3rd story, 2 exits
.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test
5 tairs; Width -Headroom -Rise -Run -Landing -Fire Protection
1 as Pipe; Size -Anchors
54,on Roof Overhang -Attic Vents -Rafter Outriggers
i4yater Pipe; Test -Anchors -Regulator -Ser a Tes
5 i -ding -Nailing Veneer
12,(Electric; Underground
-56-Stucco-Mesh-Drip Scr d -Fd. Vents-Underflr. Access
1 lenums & Ducts; Clearance-Material-Supprt-Ins.
Q 57. Olazing A ea-Glas P.F tec 'on--, kylights-Plastic
irders-Sills-Anchor Bolts -Joists -Vents -Cripples
ails; Nail ing-
i5.Ansulation
5 nsulation-Walls-Clg.
60. Infiltration-Walls-Wndws
Card -131 at i Card -81 Date ?, ,g
Card -131 Dat and -81 Date
Card -B1 V Date. -;�7 Card -131 Date
Card -131 Date '3- 36 Card -131 Date
Date PLU ING Permit OK except #'s
O�LALoter Ht. Vent -Access -Combustion Air -Baffle
Date FI Plans) OK except #'s
1 ater Pipe; Test & Anchors -Nail Protection
oExt. Steps -Door & Sidelight Protection -Landings
C%D.W.V.; Test-Fttngs & Anchors -Nail Protection
. Smok_p Detector
Shower Pan; Test, First Floor -Tub Access
cOS-Fu ace- Vents -Clearance -Comb. Air -Connector -
I G ge; Above Floor -Ducts -Mach. Protection
2 est Tub & Shower, 2nd Floor -Tub Access
21, Gas Pipe; Size & Anchors
. B om Exiting
& Bath Fixtures & Tub Access-9pe---
ec. im & Subpanel; Breaker Sizes -Labels
Card -B1 Date Card -B1 Date
. S s )& Rails
Card -131 Date Card -131 Date
, it ace or Stove; Clearances -Hearth
M.e : O tlets at Wood Panel; Int. & Ext.
Date ELECTRICAL (Permit) OK except #'s
22. Fl;ttAe A Transformer Clearance -Ins. Protection'W_,KK
F' t. & Appliance; Grnd. -Air Gap --Cooking Clearance
c. Outlets & Receptacles -at Kit. Counter
lec Receptacles Spacing -Lights & Switches at Doors
7 . Gar_40ire Door; Swing -Landing -Closer
2 5;.e'Boxes & No. of Conductors -Stapled
uct in Garage -Damper
2 o x Installed Close to Edge of Studs & C.J.
• W . Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
rage; Above Floor-Mech. Protection
ec. &Mech. Equip. Listed for Location
Ground made up w/Mech. Fasteners -Bond Gas & Water
2 A pliance Circuts in Kitchen &Conductor Size/G.F.I.
2 u Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga.
or
Cu or AlAl
c. R ceptacles in Garage; (G.F.I.)-RomgxProtec.
'
Insu ion -Foam -Looked in Attic 04es
29. nge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al.
nsulated Neutral Yes No
78. Vard Rails & Deck Construction -Post Caps
3 er 'ce-Riser Conductors & Ground -Main Disconnect
%VFdn. Vents & Crawl Holeoor- ainage & Wood -,E
Clearance Looked unde Io ❑ Yes
3 qui -Clearances Panels-Motors-Mech. Equip.
80. Following instld.; Drive(es ❑ No; Walks Yes ❑ No;
Plant s ❑Yes o
jSothes Closet Light -Shower Light -Spa Light
Smoke Detector
co; Brown -Finish
Card -B1 Date Card -B1 Date
82. .C. nit; Disconnect, Electrica ,
Card -B1 Date Card -B1 Date
. V is bove Roof; Plbl Appliance- -Clearance to
qppKpgs.
Date MEC NICAL (Permit) OK except #'s
ge a r ell; Disconnect, Electrical, Plumbing
3 : Ducts Insulation & Support
t or Elec. Trim; G.F.I. Receptacle -Underground
35 -:"'Vent Fan; Exhaust above insulation
. V tilation throughout House
36. Condensate Drain & Overflow; Size & Grade
8t/Glass Protection
�= 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet
^a
,)Gorpections from Previous Inpections
-38.-Attrc Access & Platform if Furnace in Attic
89.Ms Test eters Tagged; Gas -Electric
Water & Sewer Connected -C/O to Grade -HD Approval
Card -81 119 Date Card -131 Date
9i. Energy Compliance Certificate -Other Certificates
-9f-Roofing Certificate
Card -B1 Date Card -B1 Date
Card -131 Date /17_L,/- /Card -B1 Date
Card -B1 Date Card -B1 Date
Date FRA"G (Plans) OK except #'s
it s, Proper Material & Anchors
Card -B1 Date Card -B1 Date
Comments at Final:
4 a,Js Studs -Nailing, Spacing & Bracing—Plates-Sound
0\� p1e «a a. c.,L,
4 Baring Walls over Girders & Floor Nailing
*42. Draft Stop in Walls (rat proof)
o
_
Stops; Furred Ceilings -Stairs -Chases -Tub
4 . Header & Beam -Size & Bearing
(NOTE: An entry must be made each time you visit iob site)
Owner .J Permit, No.,
,. ICA
TION
ENERGY CERT TION
Z o -70 a ri AA,
LOCATION A.P. NO.
j
DESCRIPTION OF INSULATION
ROOF
MATERIAL BRAND NAME
THICKNESS THERMALVALUE)
EXTERIOR WALL
MATERIAL Fiberglpssi BRAND NAME ' Certainteed
THICKNESS THERMAL RESISTANCE (R VALUE)
CEILING
BATT OR BLANKET TYPE BRAND NAME Certainteed
THICKNESS THERMAL RESISTANCE (R VALUE)
LOOSE FILL TYPE IN OL -SAFE -IIT BRAND NAME Certainteed
THICKNESS 0 L- o THERMAL -=STANCE VALUE)
FLOOR, ELEVATED
MATERIAL FIB GLASS
THICKNESS GIN q
BRAND NAME CERTAINTE
THERMAL RESISTANCE -1
FLOOR, SLAB
MATERIAL BRAND NAME
THICKNESS THERMAL RESISTANCE (R VALUE)
WIDTH
FOUNDATION WALL
.MATERIAL BRAND NAME
THICKNESS THERMAL RESISTANCE (R VALUE)
I hereby certify that the above insulation was installed in the above building in
conformance with the State of California Energy Requirements.
SHASTA INSULATION
RM 0 ER �---x-90
-I hereby certify the_..above insu ation and
Department approved plans and attachments
of California Energy Requirements.
#530235
STATE CONTRACTOR"S LICENSE NO.
all required items as shown on the Building
have been installed as required by the State
All equipment, devices and materials are of the quality prescribed or are specifically
approved by the State of California.
FIR NAME/OWNER (PLEASE PRINT)
SIGNATURE OF GENERAL CONTRACTOR/OWNER
- This certificate must be on file with
approval and a copy shall be posted wi
---=`-(�-`--�? --------------------------
.STATE-CONTRACTOR"s LICENSE NO.
----- 71"` _ L — O ------------------
_ DATE
'he BU,LDING DEPARTMENT prior to final inspection
hin the building.
`0 9'{�t'v " +
lJARY 1984 N
bt ;
JAN
,....._�,�e...�C.�{�
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 TILE
n f ,.
N ER
PERMIT N
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 ed ddltlonal xplanatio please contactthis office immediately.
Inspector
Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
•7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
�- 'ICORRECTION NOTICE
V'j e /'� --� s_�� 6 �P
orU 'A 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 co ection of work is completed. If you have any question pertaining to this
matt , or need additional explanation, please contact this office immediately.
r'
7-
Date Inspector
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico —Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
�-,2G- �-%-
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.
Date ��� Inspector l
COUNTY OF BUTTE
•• DEPARTMENT'OF PUBLIC WORKS
196 Memorial Way, Chico— Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
OWNER PERMIT N0.
A routine Inspection indicates that the following violations of County Ordinance
-q
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.,
/ a.wTv((�� VrNl C3/ 1.&7e -7 VW 6 lC/
1I U- tN� C
9
r -
Inspector ( N Date .a 7—`�[)
. - y, '` ' S rte• ' l
COUNTY OF BUTTE
... DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7!'County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise— Phone: 872-6307
CORRECTION NOTICE
X40 y- -2�-8�
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:
tG 1{N-
C\�4 Rl.VLLEcC4%l ki- SK,2LlICR _
Inspector ' 'W acs^ Date I - Zu'c
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS ~'
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307 'a
CORRECTION NOTICE
z'01d I -Vs ex,��
OM ER' 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.
C/iJ<d�y
}
Inspector Date
�^.:t.,.-'•j\.."wraj�/✓'F•"GiL•:..c..�z.�w.ve0i'yii."�Fw.:^7�1'�.'iQ�6C'."�'��`+•'7'►`• w.T• s'�Y 'v'v y�Y'' �4y�Y'S"'T'T
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS '
196 Memorial Way, Chico — Phone: 891-2751
s 7 County Center Drive, Orovi l le — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
CORRECTION NOTICE
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.
Inspector Date
P
J COUNTY OF BUTTE - DEPAF"ITMENT OF PUBLIC WORKS /
PERMIT NO /
• 7 County Center Drive - Oroville California 95965 -Telephone: 916/538-7 41
.. APPLICATION AND PERMIT ✓/
ASSESSO,V PARCEL NUMBER 1;R114
1111 `_ ��
/r�"G
t��
BUILDING PERMI
OWNER-
�G -e- ,0 Q k-
TELEPHONE
SQ. FT. OCC. BUILDI V LUATION
.(
]
OWNER'S MAILING ADDRESS
/ 13
OO �q 0
CONTRAC R'S NAME�y
TELEPHON-
-7�
,� O
CONTRACTOR S M (LING ADDRESS
('
Fireplace I _?
CONSTRUCTIO L NDE
NKNOWN
Total Valuation $ 144-340,
LENDER'S MAILING ADDRESS
Filing Fee
$ 10.00
Permit Fee
$ �v
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$ -7 -7 .7S
Ener Plan Checking Fee
9Y g
$ f
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS O
Permit fee
$
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2,00 4 '—
/)�,
Solar or heat pump water heater
LOT NO.
SUBDIVISION NAME
PARCEL MAP
61 - u
Water piping
5,00 O-
Each pas water heater or vent
5.00
USE OF STRUCTURE
SF-] Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S I G I W
0.00ea
TYPE OF WORK
New�]C Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work:�� Ana
,
Permit Fee
$ S� '
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service100 AMP V OR ORSLESS
10.00 s0
CONTRACTORS LICENSE LAW
penalty I declare under of check
perjury Y ( one):
F'11NO
I am licensed under provisions of Chapt. 9, Div. 3 of the BUS1neSS
and Professions Code and my license Is In full rce and effect.
License No. a I -A51,1 3 Classification
❑Ex.
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 too AMP
2.50 _� j J0
NEW CONST. DWELLING OCCUP.a
OR ADDNS. ( ACC, SLOGS.21/2
¢sgft Q
NEW CONSTR 1.0UTLET
N•R ESID .BRA CH CIRC ITS
2.50 ea
(POWER APPARATUS 81
SINGLE OUTLET CIR. /
EX. OCCUp(OUTLETS OR FIXTURES
200501
.ALO 30
FIXED
Occup. OUTLETS IED )EA.
PRSIR7
2.00
Temporary service
10.00
Mobile Home Facilities
15.00
Misc. Wiring
g
15.00
Permit Fee
$
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
f9� 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
HeatingQ(J 000
Coolin 9
Hood
3,00 3 —
Ventilation A6CLF �5t/'j"
2 - 16—
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 County of
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 accrue1.
agains said County in conse ence of the granting of this permit.
X r ° -" '^' ' Date'?- �
atura of Applicant - Owner ❑ Contractor Agent ❑
A permit is required for excavations over 5'0" deep and demolition or construct-
uctures over 3 stories in height.
0.
., YlLLow-wsetssoR, PINK -INSPECTOR. GOLDEN ROD -APPLICANT
Mobile Home Installation Fee $
Energy Inspection Fee $
TOTAL PERMIT FEE/$M00 �--
ACUP.1 CONST.TYP! SCNo FL000 ARc
This permit is hereby issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work Indic ted ab ve for which fees have been paid.
IR TO F PUBLIC WORKS
n
B Date U r
PERMIT EXPIRES, Date-,
\ M
COUNTY`OF BUTTE'- DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION
- 7 COUNTY C�MTER�IVE - OROVIL6E,_cALIF�ORNIA 95965 - TELEPHONE-: 916/538-7541
i
PERMIT APPLICATION DATA SHEET
Permit No. ,1! r-"
OWNERw /C A. P. No.
Proposed Building Use �► �/ Building Inspector .�11 Date,/ /rM
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECEIVED APPROVED
1. All items have been submitted . ................................. ..
2. Plot plans in duplicate/triplicate, signed by preparer of plans..... ..
3. Complete plans in duplicate/triplicate, signed by preparer of plans ..
4. Complete engineered plans and calcs, with wet signature on plans ..
5. 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 ........................................
1. Park fees paid .....................................................
A42-40 "--6 School District fees paid .................
13. Sanitation approval from . o n0.�� 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: .........
_Otrovements may be required.
1*20Contractor's
eway permit (construction approval required prior to occupancy)
re -Inspection for required Preanspec. request to
p q Building Inspector (Date)
license information (No., Name Style, Classification) .... _ . .
21. Certificate of Workmans Compensation Insurance .....................
2 Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........
3 Recorded copy of Agricultural Acknowledgment Statement ............
24. Letter of signature authorization .....................................
25.
26.
When you issue the permit, proc follows: Mail to owner. Mail to contractor.
Telephone a j1dfor pickup at office. Deliver w/inspector.
Other
Applicant act`Date r--�_—
Copy of plans sent Health Dept., Fire Dept„ Other Date
The following data must be submitted prior to it issuance: (Circle new item not checked above),
1. Index permit for above items No.
2. Additional items required:
Contrac or, esigner, owner, was advised of above required data by phone_mail_counter OV -AN ate
Contra or, designer, owner, was advised of above required data by_phone_mail_counlarr byydate
Plans checked by Dat Plans approved by W-Q—Date tM—S— R -
Sets of plans on hold in it cabinet AP folder
Copy—DPW
TO Buildina Department
FROM: Environmental Health.
SUBJECT': Sanitation Clearance
Aow:ner Locacf ion AP#
Plan Approved for: Sewage Disposal ._ V-11 Water Supply t/
Hold final for: Water Supply
Final.clearance O.R. for: Water Supply
Clearance for bedroom Abe home. Other
NOTE A .
S nitarian - � Date
. ���4?' ��� L. T yG� F,yc •
0 34
sfcm�
OF CA0 7
J, oil
:4" see, �•i=1LL..... ..__.._ .: � '• � . ' _ � .. .. .
- rill=nriil
- =tea_ •
CONT.
m SER SAH E�ul.�, 6.r `TV ''R aTA N cu"
gl NOTE No.4.�I- X1�►.U:» . n�.T,4a
ILS -5TL=- ML.
4 11 1, a ,1 • � �
A
Mika"I€t ? o', 8 ," .i@ 13 s 2. ` F-16 042. 106
s K �.
"
2(v 104 �., �I q u it 'No ".
5'-0', 241, 28„ Io„ �,1 '04 Ca 18" �. 11 +�q � IB' �..X �„
!' o�l =fie -- 52" mil S 5 @ ?si" :'5 @ I(o" . 3 ..,�rq .►5 Ca ., 8` X 8n
30'
�'�' 38` -- �, ,, . ;,, ••�'5 @ 12" lo." x ID,.
4 -*4 5 @ 120 t Z„,t 12'1
• 9-0 42 50
5 4811 @ 1 .1'xl5'1
---- S 1
1. U LT- CO MR SrRE N G-ni OF GONG, Z8 DA YS ,000 P,S. I.
2. R EII�IFORCI NCS ASTM A Co I'S GRADE 10 ;
3. ALLOWABLE SOIL BE•ApjNG PPj2_ESSU2B 1500 P.S.1`
4 • Go NT'. KEY 1-s grn”' Wedr W N E Ri✓ �t< t t� FO tEp SL-A 13 .
IS PR.DVIDED.
TYPICAL -CANTILEVER RETAINING WALLS
BRANT 'NIGHTINGALI / DESIGNS
130 C I RCLEWOOD DRIVE-
PARADISE,
f ' IVE PARAI)ISE, CA 95SEg
''CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF" THE UB
SIGNED
----- DATE
:. F-RANt:: L. T.Y!Jt::US, Ri_:E= 32431-
F
24u1F" L T ENGINEERING
�5790: -CLARK ROAD
E,ARADISE, CA 95961
(91 E ) 872-0254''
h
S
T t
�: U
i_ T
U E:
A
L
C A
L i=
U
L A
T I
0
N
S
TYPICAL -CANTILEVER RETAINING WALLS
BRANT 'NIGHTINGALI / DESIGNS
130 C I RCLEWOOD DRIVE-
PARADISE,
f ' IVE PARAI)ISE, CA 95SEg
''CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF" THE UB
SIGNED
----- DATE
:. F-RANt:: L. T.Y!Jt::US, Ri_:E= 32431-
F
24u1F" L T ENGINEERING
�5790: -CLARK ROAD
E,ARADISE, CA 95961
(91 E ) 872-0254''
I
FLT ENGINEERING
:SUBJECT: CONC. CANTILEVER RETAINING WALLS
5790 r1i:I:;. ROAD,
PARADISE, CA.
BY: FLT DATE: 7/85 JOB NO.: 6361
PROJECT. DF:r° NT N 131 -IT I NGALE / DESIGNS
SHEET. i OF*
'3:030 C I RCLEWOOD, PAF:AD I SE, CA. 95969
REVISED MAY 14, 1989
DESIGN il:Rl'TERIA:
CONCRETE CANT I.LEVER RETAINING WALL SUPPORTING
RESIDENTIAL ROOF,
FLOOR AND* STUD WALL.
CODE I "_385 LJBi_:
SUPERIMPOSED LOADS-.
MIN.. DL .= . 010 :;
MAX. LL_ _ . c_>20 17 ' + `:. o l'0 x .(17-3) +, • ..i � 1 �:>
.`r; 17 + . i jcj� 8 +
+ . X50 x- 10 _' 1.19 E::/1
r
LOADING PER ABOVE IS CR I T I CAL FOR BOTH — BEAR I NG (INCLUDING DL+LL ?
' AND SLIDING F:ESISTANCE(MIN. DL. ONLY)
MAX. LL — F:OOF SNOW + -ADD 9L LIGHT ROOF DLADD 'L HEAVY ROOF DL +
ADD Y L- WALL DL + 17LOOP: DL -+LL
+_.ALC Y'S PRO V I DEAD FOR: 'A. 3.y —8" ` HIGH WALL
SHEETS'. 2 3
B. 41-8" HIGH WALL -.
SHEETS 4 5
C. 51-8" HIGH WALL —
SHEE"f5,:,. 6. &'-7
D..69-8" HIGH WALL —
SHEETS' 8
E. 7r —E3" HIi:�H WALL —
SHEETS.1�:�
F'. O—B" HIGH WALL —
SHEETS 12 �<,; 13 .
G. 91 —E3" H I GH WALL. —
SHEETS 14 °u 15
CONSTRUCTION DETAIL —
SHEET A
' MATEI=:IALS:
""01\I17F:ETE — ULTIMATE C0MPRESS. STRENi -1-1-(9 �_: _
cjc:�G PSI •(9 .'8 -DAYS,
ASTI,I A615, GRADE 40,
ALLOWAD.L'E SOIL .FEAT: 11`i13 T'I E "'S';F:E — 15� j0 PSF
r^LLOWIA' LE LA"i EIRAL ERG. P1=::E'v cjLJF:E — 20C) P91.:-
i
PROJECT : BRANT NIGHTINGALE / DESIGINS
JOB NO. : 6361
.DATE : 7/1986 REVISED 5/4/1989
CAL I S BY : FLT
SUBJECT: CONCRETE CANTILEVER RETAINING WrtLL
WALL DESIGN:
ALL CALCULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) S72-0254
SHEET Z OF /�_
GRADE SLOPE RATIO:
LEVEL.
SOIL QUI VALENT FLUID PRESSURE (PSF i :
3n .
'SURCHARGE ( FEET) :
YIELD STRENGTH REINF. (KSI) :
40: .. '.
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI)v
.200
GRAVITY LOAD — DEAD LOAD C K I A:
— LIVE LOAD (KIP) :
1.19
OVERALL HEIGHT OF THE WALL — H (FEET):
3.•67
OVERALL HEIGHT OF THE SOIL = Hr (FEET):
3
THICKNESS OF WALL. — TOP (INCHES):
E
— BOTTOM CINCHES):
6
COEFFICIENT — a :
1.46
TOTAL EARTH PRESSURE — Fw AKIPjv
MOMENT — Mw:(F'T—KIP):
0.14
AREA REINF. (IN"2) s d 9 (IN) SIZE & SPA (IN)
------- - ----- -- -- -- _— .----------------•------------ —
0.025 3.75 #4 C 97.7
MIN.:VERTICAL REINF. — .15 % (IN` 21 :
MIN.• HORIZONTAL REINF. — .25 "/, c: IN' :_) :
DESIGN REINF.. — VERTICAL:• #4 C 24
— HOR I -LONTAL L #4 C 13
COMBINED STRESSES @ WALL:
0.108
0.150
ci, 1ir i,ir
�
s
FLT ENGINEERING
PROJECT : BRANT NIGHTINGALE / DESIGNS
5790 CLARK ROAD
JOB NO. : E3E1
PARADISE, CA,
DATE : 7/ 1g8G REVISED 5/4/198S
( 91 E) 472-0254.
CALCIS BY : FLT
SHEET A OF
FOOTING DESIGN:
---------------
DENSITY OF SOIL (PCF):
100
'DENSITY . OF ' CONCERTE (PCF):
15c i
OVERTURNING RATIO — MIN:
1.5'
— MA)(:.
2.5
ALLOW. SOIL BEARING PRESSURE (PSF) :
1560
ALLOW. LATERAL BEARING PRESSURE c: PSF) :
x:00
FRICTION COEFFICIENT — Fi_:
35
DESIGN FOOTING DEPTH (INCHES):
8 ,.
DESIGN FOOTINim WIDTH — HEEL.(INCHES):
E
— TOE (INCHES):
8
FOOTING KEY — DEPTH' & W I DTH, C I NPHES) :.
0
— BACK TO BACK OF WALL C INCHES) :
c>
�
TOTAL WIDTH OF FOOTING (INCHES):
20
OVERTURNING FORCE — F� � KIN :
0.201
OVERTURNING MOMENT — Mo (F'T—KIP) :
o,.25
TOTAL RESISTING WEIGHT -- W (KIP) :
0.81
RESISTING MOMENT — Mr C FT—F I P) :
0.83
OVERTURNING RATIO:" -SF,.
3.39
NET MOMENT — 1- r•i '(FT—k:: I P) s
'59 ".
1 ECCENTR Q I TY -- e ( FEL• T) :
ECCENTRIC MOMENT — Me (FT—KIP): :
' ca; p8
FOOTING AREA — Af (FTM:
h:y
SECTION MODULUS -- S (FT`'•3) :
.SOIL PRESSURES — DL ONLY — SPt (PSF) :
664.S2
; .150
— SPh C PSF) :
301. 5S
0 �
SOIL'PRESSURES — ADDED L.L. — SPt' (PSF) :
1164.43
< 156i �
— SPh l (F•SF) :
1230.77
> 0
SLIDING RESISTANC=E — Fr c:F IP) :
0. 37 >
Q. 20
FOOTING — TOE:
EARTH PRESSURE 0 TOE - Fv AI P) :
0.7.3
MAX. MOMENT @ TOE — Mt (FT -h: 1 P) :
0.19
AREA REINF. CIN''0 . vdl (:Ihl) SIZE & SPA (IN)
I:
--------------
0.027 4,75, #4 C 8945'
DESIGN TOE RE:I NF .: #4 C 211
` FLT ENGINEERING
PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD
PARADISE;- -CA
JOB NO. : 6361, .
DATE : 7/196 REVISED 04/1989 ��� .� ` /� ) 872-0254`
S
' � +�
ncET
CALCIS BY : FLT . .
'
SUBJECT: CONCRETE CANTILEVER RETAINING WALL !
----------------- _________________
WALL DESIGN:
____________
ALL'CALCULATIONS ARE IN UNITS/LN. FT.
'
GRADE SLOPE RATIO:
LEVEL'
SOIL`EQUIVALENT FLUID PRESSURE (PSF):
�`
30 .
SURCHARGE (FEET):
0
|
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE
(PSI):
2000
`
GRAVITY LOAD - DEAD LOAD (KIP):
.11
_ LIVE LOAD (KIP):
1.19
' OVERALL HE*I8HT OF THE WALL- H (FEET):
4.67 Ma.�-'
OVERALL HEI8HTOF THE SOIL -Hr (FEET):
4 -
THICKNESS OF WALL.- TOP (INCHES):
6 '
' - BOTTOM (INCHES):
6 `
COEFFICIENT - a : '
1.46
TOTAL EARTH PRESSURE - Fw (KIP):
0.24
AREA REINF. (IN�2). SIZE & SPA (IN)
0.058 3.75 #4 @
41.2
`
MIN. VERTICAL REINF. - .15 % (IN^2):
.
MIN. HORIZONTAL REINF. - .25 % (IN^2):
'
0.1B0
DESIGN REINF' - VERTICAL.: #4 e
24
- HORIZONTAL: #` =
^~
COMBINED STRESSES -0 WALL:
|
\
0.18 < 1.0
FLT ENGINEERING
PROj ECT : BRANT NIGHTINGALE /"DESIGNS
579 i CLARK ROAD
JOB NO. .. 6361
PARADISE., i=A
DATE : 7/1986 F:EYISED 5;4/1999
C;'161 872-025-1•.
CALCIS E+1' : FLT
SHEET %%7 01-
FOOTING L'ESIGN:
DENSITY OF SOIL (PCF):
100
DENSITY OF COIF CERTE (PCF):
1 50
OVERTURNING RATIO — MIN:
1.5
"
— MAX:
2.5
ALLOW. SOIL I EAR I NG RESSURE (PSF) :. .
15(.-)0
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT — Fc:
0135.
DESIGN FOOTING DEPTH (INCHES):
DESIGN FOO'T'ING WIDTH — HEEL (INCHES):
6
— TOE (INCHES):
14
FOOTING KEY — DEPTH & WIDTH CINCHES):
0.
- BACK TO BACK OF WALL (INCHES):
i
TOTAL WIDTH OF FOOTING (INCHES):
26
OVERTURNING FORCE - Fo
0.35
OVERTURNING MOMENT - Mo &T -KIP): :
0. 56
TOTAL RESISTING WEIGHT - W (KIPA
RESISTING -MOMENT - Mr (FT -KIP) :
1.60
OVERTURNING RATIO -- SF
2.83
NET MOMENT - Mp (F-T-F::I F') :
1 , 03
ECCENTRICITY - e (FEET):
0.13
r EJ=CENTRIC MOMENT _ isle CFT--KIP) :
FOOTING AREA - A f .FT..•2) :
2.17
SECTION MODULUS - S ( F -T ^3) :
0.78',
.
SOIL PRESSURES - DL ONLY - SP t (PSF) :
687.14
<: 1500
- SPh (PSF) :
316.45
;> 0
SOIL PRESSURES - ADDED LL - SP•L-' (PSF) :
729.39.<
1500
•-- SPhl l (PSF) :
1372.66
> 0
SLIDING RESISTANCE - Fr . (KIF' ):
o.52' ;:>
0.35
.FOOTING - TOE:
EARTH PRESSURE Q TOE —. r v (KIP) :
1. , o5
MAX. MOMENT 0 TOE — Mt (FT—KIP):,0.
56
AREA RE•1•NF. CIN'''•._) s dl (IN) SIZE &
SPA (IN)
0.056 6.75 #4 @
42.7
DESIGN TOE RE I I IF I : 4 C11
241
FLT ENGINEERING
PROJECT : BRANT NIGHTINGALE / DESIGNS
5790 i` LARK ROAD
JOB NO. . 6361
.
PARADISE, • CA
DATE . 7/1986 REVISED 5/4/1989
(916) 872 -0254 -
7'2-c:254-CALa
IDA L:," S BY : FL -'1
SHEET t"7 017
FOOTING DESIGN:
DENSITY ' OF SOIL (PCF):
1 i_ 0
DENSITY OF i_ ONCERTE (Pi= F ).:
150
OVERTURNING RATIO - MIN:
1.5
— 1-1AXo
ALLOW. SOIL BEARING PRESSURE (P&A'.
1500
ALLOW. LATERAL BEARING PRESSURE ( PSF) :
2Q)
FRICTION COEFFICIENT —'Fc:
0-.35.
is
DESIGN FOOTING DEPTH (INCHES) :
t c)
DESIGN FOOTING WIDTH - HEEL (INCHES) .
6
- TOE (INCHES):
14
FOOTING KEY - DEPTH & WIDTH (INCHES) :
0
- BACK TO BACK OF WALL C INCHES) :
0
TOTAL WIDTH OF FOOTING (INCHES)!'
2S
OVERTURNING FORCE - Fo (KIP) -.
o. 33 5
OVERTURNING MOMENT - Mo (F7 -KIP :
0.56
TOTAL RESISTING WEIGHT - W (KIPA
1.09
RESISTING MOMENT - Mr (FT -KIP):
1.60
OVERTURNING RATIO - SF
2.83
NET MOMENT - Mn (FT --k:: I P) :
1.03
ECCENTRICITY - e (FEET).:
.W
1S'.
ECCENTRIC MOMENT -= M (FT -KIP):
0.15 -
i.15FOOTING
FOOTING AREA - A f JT"•2) :
2.17
SECTION MODULUS - S (FT"S) :
0.78,
. OIL PRESSURES - DL ONLY - SP•t ( PSF) :
587.14
<L 1500
- SPh ( PSF) :
316.45
>-O
�
SOIL PRESSURES - ADDED LL - SPt' (PSF) :
729.39
<" 1500
•-- S1= h l ( PSF) :
1372.66
> 0
SLIDING RESISTANCE - Fr (KIP) :
0.52'>
0.35
FOOTING - TOE.
EARTH PRESSURE @ TOE - F v (KIP) : • .
1.05
MAX. MOMENT ; TOE -.Mt (FT -KIP) :
0. 56
AREA R:EINF. (IN'2) Yc1' (IIS) SIZE &
SPA (IN)
0.056 G. 75 #4 @
---
-42. 7
DESIGN TOE RE I NF I : #4
,. 4 ,
' PROJECT : BRANT NIGHTINGALE / DESIGNS
JOB NO. : 6361 1 ''.`l, 1 .
DATE : 7�1986 REVISED 5/4/1989
.
�CALC'S BY : FLT
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
_____________-____________________ '
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872n0254-
WALL DESIGN:-
�
ALL -CALCULATIONS ARE IN UNITS/FT,
CLN.
`
,
'
GRADE SLOPE RATIO:
�
'LEVEL
SOIL.EQUIVALENT FLUID PRESSURE (PSA:
SURCHARGE (FEET):
YIELD STRENGTH REINF. (KSI):
4o
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KI.P):
.11 �
- LIVE LOAD (KIP):
'
OVERALL HEIGHT OF THE.WALL -'H (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
' ' '�
5
THICKNESS OF WALL - TOP (INCHES :
- BOTTOM -(INCHES):
6 '
COEFFICIENT- '
a :
1.46
TOTAL EARTH PRESSURE _ Fw (.Ip):
,
0,36 |
- : '
MOMENT- w M(FT KIP)
'
'
U.63 '
AREA REINF. (IN^2) 'd'(IN) SIZE&
__-___________-______________-_______________-_
SPA
_
0. 114 ~ 3.75 #4 @
21. 1
'
MI% VERTICAL REINF. - .15 % (IN^2):
0.108
MIM HORIZONTAL REINF. —.25 % (IN -2):
0.180
DESIGN REINF. - VERTICAL: #4' Cd
18
'
~ HORIZONTAL: #4 @
13
COMBINED STRESSES @ WALL:
|
0.33 < 1.0
�
�
PROJECT : BRANT'NIGHTINGALE / DESIGNS
JOB NO. : 6361
' DATE : 7/1986 REVISED 5/4/1989
'
CALC'S by
FOOTING DESIGN:
_______________
DENSITY OF SOIL (PCF):
�
100
DENSITY OF CONCERTE (PCF):
150
OVERTURNING..RATIO - MIN:-
1.5
- MAX: `
� `
ALLOW. SOIL BEARIN8 PRESq��E (PSF): '
u
~ �
25
1500
ALLOW LATERAL BEARING PRESSURE (P8�)
_ . � F :
��00 '
'FRICTION COEFFICIENT � � Fc:-'
6;35�
DESIGN FOOTING DEPTH (INCHES):
10
DESIGN FOOTING WIDTH - HEEL (INCHES);
6 �
OVERT URNIN8 RATIO - SF
' �� :
- TOE (INCHES)
16
'
'
FOOTING KEY DEPTH & WIDTH �-�-�--'
- WIDTH: (INCHES):
6
`7. BACK TO BACK OF WALL40CHES):
6
- '
{)
`'' �28
TOTAL WIDTH OFFOOTI (I �
` ~" .`�nc�/: '' ' ��
'
��28
|
�
FLTENGINEERING'
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
'
' (]VERTURNING J�OR�E - Fo (KIP): '
� ' �
�`''^`
.0;
` |51
OVERTURNING MOMENT'- Mo`(� '-KIP/" �
' '' '
O 99
TOTAL RESISTING WEIGHT '-� 4| . IP)^�'
-' .
.�
RESISTING MOMENT - Mr (FT -KIP):
2.17
^
OVERT URNIN8 RATIO - SF
2.18
'
'
NET MOMENT - Mn (FT-KIP)w1.
^
17
' !
ECCENTRICITY - e (FEET):
- '
{)
`'' �28
ECCENTRIC MOMENT
� _^Me (FT -KIP):
0 37
�
FOOTING AREA - Af (FT^2):
2^33
SECTION MODULUS - S (FT^3):
`
^
�
SOIL PRESSURES -'DL ONLY - SPt (PSF) :
��
981.64
<
1500
- SPh (PSF):
SOIL PRESSURES - ADDED LL.- SPtv (PSF):
155.42
� 945^21
>
0
<
1500
` - SPh' (PSF):
1211.B5
>
8
SLIDING RESISTANCE- Fr (KIP):
0.82 > 0.51
\
'
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
0 99
MAX. MOMENT .@ TOE - Mt (FT -KIP): � 0^73
�
AREA_REINF._(IN^2) 'd1(IN) SIZE &.SPA (IN)
0.074 6.75 #4 @ 32.4
DESIGN TOE RE
' - -~
FLT ENGINEERING
PROJECT' : BRANT NIGHTINGALE / DESIGNS
57SO C.LAF'K ROAD
.JOB NO. : 6361
PARADISE,CA
• DATE : 7/1986 Ft ASED 5/4/1989
C91'6) 87'x—(x:_54.:
CALCIS BY FLT
SHEET OF" l4,�
SUBJECT:, CONCRETE CANT'ILE'VER RETAINING
WALL
WALL DESI§N:"
------------
ALL CALCULATIONS ARE IN UNITS/Lk 'FT.
GRADE SLOPE RATIO:..
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET):
0
YIELD STRENGTH REINF. (KSI)v
40
,ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):-
0000
GRAVITY LOAD — DEAD LOAD (KIP):
.11
—.LIVE LOAD (KIP) :
1.19 .
OVERALL HEIGHT OF THE WALL — H (FEET):
6, 67 .
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
6
THICKNES'S OF WALL — TOP (INCHES):
8
— BOTTOM (INCHES.):
8
COEFFICIENT — a
1.46
TOTAL EARTH PRESSURE — Fw ([.-*,.I P) :
c7. 54
MOMENT — Mw (FT—KIP):
1.08 .
AREA REINF. (IN -2). 'd' (IN) SIZE &
SPA (iN)
ii.13U 5.69 #5 @
2B.7
MIN. VERTICAL REINF. — .15 % (IN''•2)e'
0.144
MIN. HORIZONTAL REINF. — .25 % CIN•^21:
0.240
DESIGN REINF. — VERTICA0 #5 C
24
— HORIZONTAL: #5 @
16
COMBINED STRESSES @ WALL:
0.25 :.
1.0
FLT ENGINEERING'
PROJECT BRANT NIGHTINGALE /'DESIGNS
5790 CLARK ROAD
JOB NO.. :.6361
PARADISE, ' CA
DATE : 7/1986 REVISED 5/4%1989
(916)872-0254
CALCIS BY : FLT
SHEET 9 OF
FOOTING DESIGN:
DENSITY OF SOIL (PCF)-.
100 .
DENSITY OF CONCERTE (PCF):
150
OVERTURNING RATIO -• MIN:
1. S
- MAX:.
2.5 '
ALLOW. SOIL BEARING PRESSURE (PSF) :.
. 1.500
ALLOW. LATERAL BEARING PRESSURE ( PSF) :
2.0g.
FRICTION COEF FIi:IENT - F c e
0.35
DESIGN FOOTING DEPTH (INCHES):
10
. DESIGN FOOTING WIDTH - HE=E1_ . (I Ni_ HES:) .:
6
- TOE (I NCHEal :
18
FOOTING KEY - DEPTH `.°< WIDTH .. ( INCISES)::
8
- BACK TO B:ACtCV90 WALL CINCHES) e.
TOTAL W I DTH- OF , FOOTING :(INCHES)4
Q32
•
,lay;
OVERTURNING FORCE .- F� � TKIP) :
OVERTURNING MOMENT -Vo (FTIKI P) :A.
1.60
TOTAL RESISTING WEIGHT -.W X IPH
1.7S
RESISTING MOMENT - Mr (.F.T--.K I P A
3 : 33
OVERTURNING RATIO - SF
2.09
NET MOMENT - Mn (FT-KIP).:
1.73
ECCENTF,' I r i TY - e A FEET) :
0. 35
ECCENTRIC MOMENT 3•' Me (FT-KIP):-
016.1
FOOTING AREA - Af (FT` 2) :
2.67
SECTION MODULUS - S (FT``3) :
SOIL PRESSURES - DL ONLY - SPt (PSF):
1171.35
<
1500
- SPh ( PSF) :
145.38
>
0
SOIL PRESSURES RES - ADDED LL - SP•t' ( PSF) :
:1115.07
<
1500
- SPh9 (PSF) :
1093.66
;>
-0
SLIDING RESISTANCE - Fr (KIP):
1.06 ::>
0.I0
FOOTING = TOE:
EARTH PRESSURE C TOE - Fv (I'; I P) :
1.32
MAX. MOMENT C TOE - Mt k FT7K I P) :
1.10
AREA REINF . (IN-Q) id' cIN) SIZE & SPA
(IN)
0.112 L".69 #5 @ 33.1
DESIGN TOE RE I NF .: fl:5 @ 2:x•
FLT ENG I NEER I N13
PROJECT : BRANT NIGHTINGALE /, ' DESIGNS
5790 CLARK ROAD
JOB NO. : 6361
PARADISE, CA
DATE : 7/1986 REVISED 5/4/1989
1916)�� ''87 '--0254
CALCIS BY : FLT
SHEET lr7 . OF
SUBJECT: CONCRETE CANTILEVER RETAINING
WALL
i.
WALL DESIGN:
..ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
LEVEL
SOIL ECU I VALENT FLUID PRESSURE . c: FSP) :
SURCHARGE (FEET):
ii
YIELD STRENGTH REINF. (KSI) :
40
ULTIMATE COMPRESSIVE STRENGTH. OF CONCRETE (FSI):
21:0
GRAVITY LOAD — DEAD LOAD (KIP):
.11
— LIVE LOAD , (KIP) :
OVERALL HEIGHT OF THE WALL -.H (FEET):
7.67
OVERALL HEIGHT OF THE SO LL' - Hr : GFEET) :
7 .;
THICKNESS OF WALL - TOP °(.INCHES ).:.
8
— BOTTOM '(INCHES).
8
COEFFICIENT — a
1.46
TOTAL EARTH PRESSURE — Fw (FCIF):
0.74
MOMENT — Mw (F T—I•.: I F) t
1.7'
AREA REINF.,CIN-2) w CIN) SIZE &
SPA (IN)
,R. Q • 206 ' �. 5.69 #5 @
18.1
,
MIN! VERTICAL .REINF. — .15-1 (IN02) :
:. 0. 1.44 -
`,.!
MIN. HORIZONTAL REINF: - .':5 % ( IN• 2) :
0.'�4c7 .
a,'�` ,.
DESIGN REINF. — VERTICAL: #5. <,
18
— HORIZONTAL: #5 C
16
COMBINED STRESSES @ WALL.:
0.38 <
1. 0
HEIGHT FROM TOP OF THE WALL — H2 (FEET):
5.67
HEIGHT FROM TOP OF THE SOIL — Hr2 (FEET)
:
THICKNESS OF WALL — BOTTOM2 (INCHES):
.5
8. 00
TOTAL EARTH PRESSURE - Fw2 . ( KIP):
.0.38
MOMENT @ Hw'w -- Mw2 (O -KIP):
0.63
AREA REINF. (IN"2) 9dy (IN) SIZE :_<
SPA (IN)'
'`•
5.69 * 5 C?
-1-9. 6
DESIGN REINF. — VERTICAL: 1:5 L
24
^
AT INnINIERING
PROJECT : BRANT NIGHTINGALE / -DESIGNS . '' 5790 CLARK ROOD
JOB NO. : 6361 ' PARADISE, CA
DATE : 7/1986 REVISED 5/4/1989 '� . `b6) 87270254
'
CALCIS BY : FLT' !��� OF . �''
��'��� '
`
FOOTING DESIGN:,
---------------
'
'�DENSITY OF SOIL (PCF):.
100
DENSITY OF ANCE�TE (PCF): �
� `
15(} .
OVERTURNING RATIO - MIN:,� '
1.5
- MAX:-
2.5 '
ALLOW. SOIL BEARING PRESSURE- (PSFl:'� '
1500 '
ALLOW. LATERAL.BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fn .
0.35 '
`
DESIGN FOOTING DEPTH (INCHES):
. |
12 `
DESIGN FOOTING WIDTH - HEEL (INCHES):
6 �
` - TOE {INCHES):
24
FOOTING KEY - DEPTH & WfDT|_ (INCHES):
10�
- BACK TO BACK OF WALL (INCHES)�
'6 `
�
TOTAL WIDTH � FOOTING (INCHES):
/]
'38 1
Q
`
OVERTURNING FORCE - Fo P}: ' .
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT-KIP)i
OVERTURNING RATIO - SF
NET MOMENT - Mn (FT -KIP): .
ECCENTRICITY - e (FEET):-
ECCENTRIC
FEET): ECCENTRIC MOMENT !:Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTIONMODULUS - S (FT^3):
�
SOIL PRESSURES - DL ONLY - SPt (PSF>:
- SPh (PSF): '
SOIL PRESSURES - ADDED* '� SPt' .(PSF): .
�
' - SPh' -(PSF):
SLIDING RESISTANCE - Fr (KIP):
FOOTING - TOE
0.96
2.56
2.18
5.05
1.97
2.4g
0.44
0.96'
3.17
1.67
1259.94 < 1500
114.16 > 0'
� 1101.72 < 1500
023. 97 > 0
`
1.43 > 0.96
EARTH PRESSURE @ TOE - Fv (KIP): ' :'i.80� . '
.
MAX..MOMENT @ TOE - Mt (FT-KlP)o 2.04 �r
�
^
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) `
------------------------------------------------------
C). 1 G 0
_-_____________________________________________0.160 8.69 45 @ 23.2 |
DESIGN TOE
�
F;;T� 'ENG I NEEP: I Nim
PROJECT : BRANT NIGHTINGALE / DESIGNS
5794 CLARK,ROAD
JOB NO. : 6 361 -
PARADISE, CA
DATE . 7/1986 REVISED 5/4/1989
(916) 872-6254
CALCIS BY : F 4
SHEET /Z OF le
SUBJECT: CONCRETE CANTILEVER RETAINING
---------------
WALL
WALL DES:[ GQ.
--------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE FIAT I O:
LEVEL
SOIL EMU I VALENT FLUID PRESSURE ( PSIS) : '
30
SURCHARGE (FEET):
to
YIELD STRENGTH REINF. •c: KS I) :
4.0
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
&AVITY •LOAD — DEAD LOAD (KIP) :
. 11
— LIVE LOAD AKIP) :.
1.19
OVERALL HEIGHT OF THE WALL - H (FEET):
8.67
f
OVERALL HEIGHT.OF THE SOIL — Hr (FEET):
8
THICKNESS OF WALL.— TOP.(.INCHES) :
8
— BOTTOM,(INCHES):
8
COEFFICIENT — a
TOTAL EARTH PRESSURE — Fw. (KIP):
0.96
MOMENT — h'Iw (FT --KIP):.
2.56
ARO F,' A . ( IN -2) . .9 d' (IN) SIZE &
SPA 41N).
M------------------ ---------- .--- __-----
0. 3o7 5.69 1#5 @
--------
12.'l
i
MIW. VERTICAL REINF-. — .15 "/. (IN03): .
0.144
MIN. HORIZONTAL REINF. -.25 % (IN -2i:
0.240
DESIGN REINF. — VERTICAL: #1:5 L
1
— H0RIZ01\1-fAL: #5 @
16
COMBINED STRESSES @ WALL:
..,0.55 <
1.0
HEIGHT FRAM TOP OF THE WALL_ —42 (FEET)-.
6.67
HEIGHT FROM TOP OF THE SOIL. - Hr 3 ( FEET)
:
6
THICKNESS OF WALL — BOTTOM:_ ( ' LACHES) :
8. oo
TOTAL EARTH PRESSURE - Fw2 1 K I P) :
tj, 4
MOMENT @ Hw _. -- Mw2 (FT -KIP).
1.08
AREA REINF. (Il`I''2) 'd' (IN) SIZE &
--------------------------------------------------------
SPA (IN)
0. 13 5.69 .#5 @
28.tt7
DESIGN REINF. — VERTICAL: 05 0
24 f
q,
�
` ' FLT ENGINEERIN8
' 5790 CLARK ROAD
BRANT NIGHTINGALE ALE / DESIGNS '� �
PROJECT. �: mo � `�`. ' . . PARADISE, CA
JOB NO. : 6361 �� ' `� ' '^'' 16} 272-0254
REVISED 5/4/1989
DATE : 7/1986 � .
` r���EET /���'OF, ^`
CALC'S BY : FLT � `
. ..
�.
FOOTING DESIGN: '
DENSITY OF SOIL (PCF):. '
100
150
DENSITY OF CONCERTE (PCF):
1.5^5
OVERTURNING RATIO- MIN:
� TING WFI8HT`� W {KIP): '
TOTAL RESIS -
'^'-- ''---�
— MAX: ��
� 2.5
ALLOW. SOIL BEARING PRESSURE (PSF):
�1500
N8 PRESSURE (PSF):
ALLOW LATERAL BEARING
200
FRICTION COEFFICIENT -Fc: ` �
' ^350 �
DESIGN FOOTINGDEPTH (INCHES):
12
DESIGN FOOTING WIDTH.- HEEL (INCHES):
6 ^.
- TOE (INCHES):
30
FOOTING KEY -'DEPTH & WIDTH (INCHES)v- �
12
- BACK.TO BACK OF WALL 1INCHES�:''.
6
�FOOTING (INCHES)
TOTAL WIDTH OF: � .
O
44
'
'-
OVERTURNINGFORCE
` ' '`
- Fo (KIP}:
'= �
1 22-
.
OVERTURNING MOMENT - Mo��(FT_KIP>�r`
` ' 3^6t
� TING WFI8HT`� W {KIP): '
TOTAL RESIS -
'^'-- ''---�
.
2 54
' - -'
RESISTING MOMENT
- Mr (FT -KIP): � �
��0()
�
OVERTURNING RATIO
7 SF
92
� 1.92
NET MOMENT - Mn (FT
-KIP): ' '
'� 36
.. � _
ECCENTRICITY --/e
'
(FEET): � �
0.51
ECCENTRIC MOM —
Me (FT -KIP):
1.29 '
``�
FOOTING AREA - Af
F~
^
(FT2): �
.
3 67
-
`SECTION MODULUS -
S (FT^3):
'
. '2 ..24
SOIL PRESSURES -
DL ONLY - SPt (PSF):
1267;10 < 1500
�- SPh (PSF):
� .
116 03 � 0
SOIL PRESSURES -
ADDED LL - SPt' (PSF):
1060.57 < 1500
- SPh, (PSF):
971.65 > 0
SLIDING RESISTANCE — Fr (KIP):
1.69 > 1.22
FOOTING - TOE: . ,
EARTH PRESSURE @ TOE - Fv (KIP):
MAX. MOMENT @ TOE - Mt (FT-KIP):3. IT
/
`
AREA REINF. (IN^2) 'dl(IN) .SIZE & SpA:i�fN) ` ` ,' '
--------------------------------------------------
0. 247
______________-________________________________0.247 8.69 #5 @ 15.1
DESIGN TOE REINF #-o @ 1*2
`\
PROJECT : BRANT NIGHTINGALE / DESIGNS
JOB NO. : 6361
DATE : 7/1986 REVISED 5/4/1989
`
CALCIS BY : FLT
`
'
' .
FLT ENGINEERING
5790 CLARK -ROAD
PARADISE, . CA
' (91G) `872-O254� `
,
`
' SHEET
,
'
SUBJECT: CONCRETE CANTILEVER:RETAINING WALL
____---- ____________________________
'
WALL DESIGN:
ALL CALCULATIONS ARE IN`UNIT8/LN.�FT,�'
`
' GRADE SLOPE RATIO:
. '
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):'
-Mo—
M0 'SURCHARGE
SURCHARGE(FEET):
`. /
YIELD STRENGTH REINF. (KSI) :
4{/ '
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE
(PSI):
'
2000 '
.
GRAVITY LOAD - DEAD LOAD .(KIP):
- LIVE �LOAD '(KIP>: ��
' � `
'OVERALL HEIGHT OF THE WALL -W (FEET� :
-
+
' � �
r ��.
. -_-.
9 67
OVERALL HEIGHT OF THE $OIi. 0 Hf (FEET) :
� - _ '
� g
THICKNESS OF WALL - TOP (INCHES):
`
�
-BOTTOM lINCHES):' �
.�
' � -
'' (-a
COEFFICIENT -
'
'� �
|
�
TOTAL EARTH PRESSURE - FV (KIP)m
'
1.23
MOMENT - Mw (FT -KIP): ' � ` .
�
3.65
AREA REINF. (IN^2) 'd'(IN) SIZE &
SPA(IN)
______________________`
� _____________-____________
/
. 0.437 5.69 #5 @
8.5�
.
' �
.
MINi VERTICAL REINF. - .15 % (IN^2):
� .
Q.144.
MIN. HORIZONTAL REINF. - .25 % (IN^2):
0.240
DESIGN REINF. -
�
' - HO
| �
COMBINED STRESSES @ WALL:
|
0�78 < 1.0
HEIGHT FROM TOP OF THE WALLn H2 (FEET):
HEIGHT FROM TOP OFTHE SO7L-0 Hr2 (FEET):
THICKNESS OF WALL - BOTTOM2 (INCHES):
`
8.00 '
TOTAL EARTH PRESSURE - Fw2 (KIP):
�'
0.54
MOMENT @ Hw2 - Mw2 (FT -KIP):'
1.08
' AREA REINF. (IO2) 'dl(IN) SIZE &
SPA (IN).
_______________-�
0.130 5.69 #5 @
28.7
'
DESIGN REINF. - VE
.
.
`. .
�..
r
PROJECT : BRANT NIGHTINGALE / DESIGNS
JOB NO. : 6361
DATE : 7/1986 REVISED 5/4/1989
CALCIS BY : FLT
FOOTING DESIGN:
---------------
FLT ENGINEERING.
5790 CLARK ROAD
PARADISE;=. . CA
(916)`-872-0254
SHEET OF /r—
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 BEATING PRESSURE(P.SF):
'200:
FRICTION COEFFICIENT — Fc:...''Q.
35
DESIGN FOOTING DEPTH (INCHES):
14:
DESIGN FOOTING WIDTH - HEEL (INCHES):
6
— _TOE..(INCHES)':
36
FOOTING KEY — DEPTH & WIDTH (INCHES).
15
- BACK TO BAi�K , OF WALL ,(I NCHES) ::
6.
TOTAL WIDTH OF FOOTING (INCHES): :...
50:
OVERTURNING .FORCE -. Fo '(KIP):
1 '. 55.1
OVERTURNING MOMENT - Mo.: (FT=KIP) :
5: 25
TOTAL RESISTING WEIGHT - W (KIP):
3.07
RESISTING MOMENT.- Mr (FT -KIP):
9.71
OVERTURNING RATIO — SF
1.85
NET MOMENT — Mn (FT—KTP) : '
:: 4. 45
ECCENTRICITY - e (FEET):
0:6;'
w. ECCENTRIC MOMENT := Me (FT -KIP):'
1.94
FOOTING. AREA - Af "(FT"•2) :
4.17
SECTION MODULUS — S (FT''•3) :.
2.89
SOIL PRESSURES — DL ONLY — SPt (PSF):
1405.68
<
1500
— SPh (PSF):
66.33
>
0
SOIL PRESSURES — ADDED LL — SPt' (PSF):
1177.20*<
1500
- SPhl (PSF):
666.01
>
0
SLIDING RESISTANCE - Fr (F;I1=') :
2.24 >
1:55'
FOOTING — TOE:
EARTH PRESSURE @ . T.OE — FV (KIP) : :. 2'. 77.'
MAX. MOMENT .@ TOE — Mt (FT—KIP): 4.88
AREA REINF. (IN^ ) v d' (IN) SIZE & SPA: (IN)
'
-------------------------------------------------
o.312 10.69 ##5 @ 11.9
DESIGN TOE REINF.: a#5 @ 8
S'T R.0 C T U R A L
C A L.0 U L A T I O N S
F 0 R
i.
TYPICAL RESIDENTIAL FOUNDATIONS
BRANT NIGHTINGALE / DESIGNS
6346 LANCASTER DRIVE
PARADISE, CA 95969
, l
II
CALCULATIONS ARE IN. COMPLIANCE WITH THE 1985 EDITION OF THE UBC
.SIGNEDc7ADATE
FRANK L. TYUKOS, CE 32434
I •
f F, L. 'T '. ENGINEERING
I
'5790 CLARK ROAD' :
PARADISE, CA 9;59 69
:..
•,
(916)- 872-0254 .
1 ,
.0
-A
' FLT ENGINEERING
`
SUBJECT: TYPICAL RESIDENTIAL�FQUNDATIONS' 5790 CLARK ROAD
PARADISE, �A
BY: FLT DATE: 01/86 JOB Na 6464-1'�
7—slp£'f`-3 ' `
PROJECT: BRANT NIGHTINGALE � / DESIGNS � . SHE�T �� dF/��/y�
`
6346 LANCASTER DRIVE, PARADISE '
,_--
�/�* .
. /.-'�`~� .
DESISN_CRITERIA� '
.
STUD WALLS, FLOOR & ROOF ARE SUPPORTED BY CONC! RETAININ8—BEARING
WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED 0 TOP BY CONCAN'—
SLAB OR FLOOR DIAPHRAeM AND AT THE BOTTOM BY FOOTING.
CODE 1985 UBC
SUPERIMPOSED LOADS:
`
MIN. DL = .020 x 3 + .010 x 8 = .14 k/l '
MAX. LL = .020 x 13 +.020 x (13-3) +.050 x 5 = .71 k/l '
. '
iLOADING PER ABOVE IS CRITICAL FOR.BOTH — BEARING (INCLUDES DL + 'LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL — ROOF (SNOW) + ADDvL HEAVY ROOF DL + ADD'L FL3WN + LL-
SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL —
2.0/6^2 = .050 KSF -- 1' SURCH.
CALCIS PROVIDED FOR — ,1.A. 4'—O" HI6H WALL — SHEETS 2 & 3
` ` �
1.B. 5'-6" HIGH WALL — -SHEETS 4 & 5
1;C. 71-6" HIGH WALL — SHEETS 6 & 7 ^
C3NSTRACTION DETAILS — SHEET 8 '
MATERIALS:
CONCRETE — ULTIMATE COMPRESSIVE STRENGTH — f'c -2000 PSI
@ 28 DAYS,.
REINFORCI 'G — ASTM A915, 8RADE 46,
' � .
WELDED WIRE AESH — ASTM A�85, 6x6 — W1'.4� x/Wl'.'4'.`
`
ALLOWABLE SOIL BEARING PRESSUI:;�: E 1500PSF/ �
�
ALLOWABLE LATERAL SR� PRESSURE — 20� PSF
— ^ ' i
.
|
FLT ENGINEER.'ING
PROJECT : BRANT NIGHTINGALE / DESIGNS
5790 CLARK ROAD.
JOB N0. : 6464-1
PARADISE, CA
DATE : 11/1966
(916) 872-0254
CALCIS BY : FLT
SHEET Z OF /f /0
SUBJECT: CONCRETE RETAINING - BEARING WALL
WALL DESIGN:
ALL C=ALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE R:AT I O:
LEVEL'
SOIL EQUIVALENT FLUID PRESSURE qPS.F) :
30
SUF,'i= HAR:GE. (FEET):- 2000# WHEEL LOAD
YIELD STRENGTH kE I NF : , j KS I) :
40
ULTIMATE COMPRESSIVE STRENGTH OF ,i= ONi= RETE (PSI.):
2000
GRAVITY LOAD - DEAD LOAD (k:IP)
0.14
- LIVE LOAD (KIP)
0.71
OVERALL HEIGHT OF THE WALL - Hw (FEET) :
4
-OVERALL HEIGHT OF THE SOIL -'Hr (FEET):
5
THICKNESS OF WALL - T (INCHES) :
6
i_ OEFF I i_ I ENT - a :
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
o.3,8
REACTION @ TOP OF WALL - Rt (KIP): :
U. 16
REACTION @ BOTTOM OF WALL - Rb XKIP) :
0.22
HEIGHT OF Q O l SHEAR = Ho . ( FEET) :
2.23
MOMENT - Mw (FT -KIP):
0.18
i
n AREA REINF. (IN-;)-* 'd' (IN) SIZE &
SPA (IN)
.
i
0.033 3.75 #4 @
73.3
MIN. VERTICAL REINF. - .15 % (IN''•2) :
0.108
.MIN. HORIZONTAL REINF. - .35 % (IN�' ) :
0.180
DESIGN R:EINF. - VERTICAL: #4 @
24
- HORIZONTAL: 44 @
13
COMBINED STRESSES @ WALL
0.11 <
1.0
,
,
FLT ENGINEERING
PROJECT : BRANT NIGHTINGALE / DESIGNS
5790 CLARK
ROAD
JOB NO. : 6464-1
PARADISE,
CA
DATE : 11/1986
(916) 872-0254
CALC'S BY : FLT
SHEET
Or-
FFOOTING
FOOTINGDESIGN:
'
'
DENSITy OF SOIL (PCF):
100
�
DEN S T TY OF CONCERTE /PCF):
150
.
ALLIW. SbIL BEARING PRESSURE (PSF):
1500
' ALLOW. LATERAL BEARING PRESSURE (PSF):
200.
'
FRICTION COEFFICIENT - Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
0.
� NET�,.ALLOW� BEARING PRESSURE (PSF) :
NMALLOW.
1500
.
PRELI`. FOOTING - WIDTH (INCHES):-
10.80
' � - DEPTH QNCHES):
6.00 '.
DESIGN FOOTING - WIDTH (INCHES)
12.00
DEPTH
�
� .
TOTALVRAQITy LOAD - Pv (KIP):
1.35
. INCR \ ALLOW! SOIL PRESSURE (%):
�
0.0
Y� C�TUAL PRESSURE -,0. (| SF) :
.1350 < 1500
'
� �
SLIDING 'RESISTANCF `��'Fr-XKIp).:
`
`
0!32' > 0.22
'
14AB REINFORCEMENT:
___________________
REINF @ TOP OF WALL (BAR #):
MAX. HORIZONTALSPAN OF WALL (FEET): 7.81
DESIGN HORIZONTAL SPAN (FEET): 4 �
SLAE} THICKNESS /INCHES): ` 4
SAB -WIDTH REQU'RED (FEET): 8.93
DESIGN AREA OF SLAB REINF. (IN^2/LF`: ` `0j029 �
ALLOW. TENSILE STRESS OF REINF. (KSI): 20
LENGTH OF DOWELS (INCHES): 8.62\
, |
FLT ENGINEERING
- PROJECT : BRANT NIGHTINGALE /,DESIGNS
5790 CLARK ROAD
JOB NO . : 6464--1
PARADISEy F. A
DATE 11/1286
K 91 B )... ,, S72—i 254
i_ ALi_ r S BY : FLT
SHEET OF /G
FOOTING DESIGN:
DENSITY OF SOIL (Pi= F) :
loo
DENSITY OF i= ONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF) :
1500
' ALLOW. LATERAL BEAR I Nim PRESSURC (PSF) :
200
FRICTION COEFFICIENT - Fc:.
0.35
BEARING PRESSURE REDUCTION (PSF) :
0
NET. ALLOW. BEARING PRESSURE (PSF) :
1500
PRELIM. FOOTING — WIDTH (INi=HES):
12.00
— DEPTH (INCHES)-
6. a•E
DESIGN FOOTING — WIDTH (INCHES):
1.00
— DEPTH (INCHES) :
6 . o i
TOTAL GRAVITY LOW — p . ( l F') ::
1.50
' I Ni=:REASE OF ALLOW. SOIL PRESSURE (%) :
c i . c i
'ACTUAL SOIL PRESSURE — Q (PSF) :
1500 < 1500'
SLIDING RESISTANi=E — Fr (KIP):
0.38 0. 38 .—
INCREASE
To
SLAB REINFORCEMENT:
^ REINF C TOP OF WALL (BAR 00-
4
MAX. HORIZONTAL SPAN OF WALL (FEET):
6,18
.DESIGN HC7R I ZONT'AL SPAN (FEET) :
4
.
SLAB THICKNESS (.'!. I' CAES) :
4
a,
SLAB WIDTH REOU I RED (FEET):
1-:1.27
DESIGN AREA OF SLAB REINF. QN' 2/LF) :
0.029
ALLOW. TENSILE STRESS OF REINF. (KSI):
30
LENGTH OF DOWELS (INCHES):
13.77
;
'
PROJECT : BRANT NIGHTINGALE / DESIGNS
JOB NO. : 6464-1
DATE : 11/1986
CALCIS BY : FLT
SUBJECT: CONCRETE RETAINING - BEARING WALL
FLT ENGINEERING
5790 CLARK ROAD. -
PARADISE, CA
(916) 872-0254
�
SHEET � OF��i�x^,^
�
WALL DESIGN:
`
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
LEVEL
/ SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET): 2000# WHEEL LOAD
1
YIELD STRENGTH REINF. (KSf):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000 '
GRAVITY LOAD - DEAD LOAD (KIP)
`
0.14.
- LIVE LOAD {KIP)
0~71
OVERALL HEIGHT OF THEWAiL'H� (FEET):
7.5
OVERALL HEIGHT OF THE SOIL + Hr (FEET):
8.5' `
�'THICKNESS Of WALL -.T (I C|ES):
`COEFFICIENT
6 �
- a
TOTAL EARTH PRESSURE _ Fhr (KIP)-.
1,08
REACTION @ TOP OF WALL - Rt (KIP):
0.41
REACTION @ BOTTOM OF WALL-- Rb (KIP):
0.67
HEIGHT OF '01 SHEAR � Ho`(FEET):
4:.22
MOMENT - Mw (FT-KIA: �'�`
1.02
v AREA REINF.-AIN^2)- Id' (IN) SIZE. &
SPA (IN),�
___________________-------
^ 0.185 3.75 #4 @
-13
c�
MIN. VERTICAL REINF. - .15 % (IN^2):
0.108 '
MIN. HORIZONTAL REINF. - .25 % (IN^2):
0.180 �
| �
DESIGN REINF. - VERTICAL #4 @
13
' - HORIZONTAL #4 @
13
COMBINED STRESSES @ WALL
v
0.50 < 1.(j
FLT ENGINEERING
PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD
JOB NO. : 6464•-1 PARADISE, CA
DATE :111/1986 4916) 872-0254
i=ALG9S BY : FLT SHEET 7 OF /O
FOOTING DESIGN:
i •
----------------
DENSITY OF SOIL (PCF):
100
,DENSITY OF CONCER:TE (FGF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
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):
13.60
--DEPTH (INCHES):
17.05
DESIGN FOOTING — WIDTH CINCHES):
15.00
—.DEPTH CINCHES):
8.00
TOTAL GRAVITY LOAD — Pv (KIP) :
1.86
INCREASE OF ALLOW. SOIL PRESSURE
0.0
ACTUAL SOIL PRESSURE — L? .(PSF) :
1'485 < 1500
SLIDING.RESISTANCE — Fr (KIP) :
0.53 < 0.67 .—
INGR:EASE .pEPT7/
•
70 /8
SLAB REINFORCEMENT:
REINF @ TOP OF WALL (BAR: #):
4
MAX. HORIZONTAL SPAN OF' •WA 'LL (FEET);
4. 8'
DESIGN HORIZONTAL SPAN (FEET).:
4
-
SLAB THICKNESS (I N= HES) : .
4
SLAB WIDTH RECU I RED (FEET):
23..40
DESIGN AREA OF SLAB R:EINF. (IN-2/LF):
0.029
ALLOW. TENSILE STRESS OF RE I NF . (KSI) :
30
.LENGTH OF DOWELS (INCHES);
22.59
DAT£-,� �G' SUBJECT -C P/`'C/�G Re.91. E/yTl L SHEET NO. ---B,- OF-�.
C)iKU•. BV.... ..
DATE..• l...0(Jry.G�%IO1VS..... "OR._.......-. J08 NO... ...6. ......... .. .
��/S/o�c/ - •�' 8 7 BRi4NT mlaw;rlw;!�'AG E / 1pesl cros 7- 416 IF - 3
Q v11Zp
.' k 't
NI
qi Zi
aV
c Q v ki �9
to
�C
a O .,
ILI��oov- W�ro I. I y
rye. N -a'
TY
NZ
of
i
\pFESSIO,y�.
z
� N
L o `•
OT
5790 Ccly
IF Mr PARADISE,
MWUw�72-0254
RD., SE, C . 95 (916)872-0254
I
F 'ROjE i_ T e BRANT INIGHTINGALE /,DESIGNS
JOLT NO. e 7--E40-3
DATE o 5/1967
CALCIS -BY e FLT
SUBJECT: CONCRETE RETAINING — BEARING WALL_
WALL_ DESIGN:
ALL CALCULATIONS ARE IN UNITS/LNZ FT.
GRADE SLOPE RATIO
SOIL EQUIVALENT FLUID I D PRESSURE (F SF)e
SURCHARGE (FEET):. 2000# WHEEL LOAD
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE= (PSI):
GRAVITY LOAD •-•• DEAD LOAD (KIP)
— LIVE LOAD (k..IP)
OVERALL HEIGHT OF THE WALL.— Hw (FEET)
OVERALL HEIGHT OF ' THE SOIL — Hr (FEET):
THICKNESS OF WALL -- T (INCHES):
COEFFICIENT — a
TOTAL EAI=.TIMI PRESSURE'— Fhr 0::: I P) c .
REACTION @ TOP OF WALL — Rt (KIP):
REACTION @ BOTTOM OF WALL — Rb (KIP):
HEIGHT ' OF . W l YEAR — Ho (FEET):
MOMENT — Mw ! FT—h:: I P) e
LEVEL
30
I.
40
;_060
o.14
0.71
E '
1.4E
1.22
0. 46 .2-
0.4r
0.7E
4.51
1.22
FLT ENGINEERING
5700 CLARK ROAD
PARADISE, LA.
(016) 872-0254
SHEET 9 OF /O.
AREA REIN!=. (IN"2) 0(iN) SIZE & SPA .(IN),
------------------ ---------------- 7--- (i---._
0.._._2 31 75 04 10.S 1�'
MIN. VERTICAL REINF. .15 % (102): 0.10a
MIN. HORIZONTAL REINF. -- .25 % CIN`•'•' )e 0.180
DESIGN REINF. - VERTICAQ #4 1 10
- HORIZONTAL: #4 @ 15
COMBINED STRESSES @ WALL 0.60 < 1.6
PROJECT : BRANT NIGHTINGALE / DESIGNS
JOB NO. : 7-6464-3
DATE : 5/1987
CALCIS BY : FLT
FOOTING DESIGN:
DENSITYOF SOIL (PCF):
DENSITY OF CONCERTE (PCF):
ALLOW. SOIL BEARING PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF):
FRICTION COEFFICIENT — Fc:
BEARING PRESSURE REDUCTION (PSFY:
NEV ALLOW. BEARING PRESSURE (PSF):
100
150
1500
200
0.35
1500
FLT ENGINEERING
5790 CLARK ROAD
PARADIqE, � CA,
(916) ' 72-0254
SHEET /0 F 1-9
' PRELIM. FOOTING — WIDTH
(INCHES):
14.00
— DEPTH
(INCHES):
20.97 `
DESIGN FOOTING — WIDTH
I CHE )
15 00
'
— DEPT
IN
B. 0
LENGTH OF DOWELS (INCHES):
TOTAL GRAVITY LOAD — Pv
(KIP):
�
1.91
INCREASE OF ALLOW. SOIL
PRESSURE (%):
0.0
ACTUAL SOIL PRESSURE —
Q (PSF):
1530--V1500 _^
SLIDING RESISTANCE — Fr (KIP):
`
SLAB REINFORCEMENT:
0.55 < 0.76 — INCREASE
7�;r,:9Z/
'�
REINF@ TOP OF WALL (BAR #):
4
MAX. HORIZONTAL SPAN OF WALL (FEET):
4.57
DESIGN HORIZONTAL SPAN (FEET):
4
SLAB THICKNESS (INCHES):
4
SLAB WIDTH REQUIRED
DESIGN AREA OF SLAB
ALLOW. TENSILE STRESS
LENGTH OF DOWELS (INCHES):
25.14
5/89
RESIDENTIAL PLAN CHECKING GUIDE
asap -
MISCELLANEOUS.ITEMS.T& LOOK OUT FOR (CONY D)
Exterior plaster - weep screeds (Sec. 4706).
X' Proper roof pitch for roof covering (Chapter 32).
Roof covering type - (fire hazard).
Rafter ties or bearing ridge beam.
arage door or porch header sizes.
-9./A'dequate bracing.
i0. Living area over garage - complete 1-hour.separation required on garage side.
�-ncluding supporting walls and posts, etc.
410 exits on three-story dwellings (Sec. 3303 & see Mezannines. - 1716).
tYl /Attic access and ventilation (Sec. 3205):
A-3f.:�Underfloor .access and ventilation (Sec. 2516).
44. Combustion air for fuel burning appliances.
4.���N ise requirements on duplexes.
1Z. Adobe soils - special foundation design.
taining walls requiring design.
Z
nusual shape, size, or split level house requiring lateral design.
Flashing at all exterior openings.
G
D
5/89
RESIDENTIAI.L PLAN CHECKING GUIDE
(S.F., DUPLEX & MISC. ONLY)
OWNER JeUSS &U- QAK
GENERAL
Ing requirements: (sideyards and number
F
ation.
s signed by designer.
gy Design and Compliance.
ting violations on property.
s on data sheet.
Bldg. Permit #
A.P. # &y
of permitted living units).
PLOT
PLAN
lY lete parcel size and dimensions.
,Setbacks, sideyards, easements, etc.
,er buildings or structures.
Q/G ad-ing, fills, drainage.
YProod hazard.
b! Special conditions on creation map or compliance document.
�7! FAU & FAS road setback.
FLOOR PLAN
Complete to scale plan with dimensions.
�2':��_Required windows for light and ventilation (Sec. 1205).'
U3: Required windows for second exit (Sec. 1204).
-4: Skylights (Chapter 34 & Sec. 5207).-
L5! Human impact glass (Sec. 5406).
L6 --__'Required room sizes, ceiling heights (Sec. 1207).
L7/ GFCIs in baths, garage, and exterior outlets (Article 210-8).
18"� Light fixtures, switches, receptacles, and exterior receptacles for maintenance
of mechanical equipment.
La"' -'Locations of water heater, heating and cooling equipment, other electrical or
__gas equipment, and plumbing fixtures.
" Garage firewall, door size, and closer (Sec. 503(d)(3)).
I.
a' 1 - 3'0" exterior exit door (Sec. 3304(e)).
L12'.lFireplace and wood stove location, alcoves, and clearance.
LI— Smoke detectors (Sec. 1210).
Foundation plan complete enough to construct building.
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
jtoof construction details complete enough to construct building.
Fireplace construction details and calcs if necessary.
MISCELLANEOUS ITEMS TO.LOOK OUT FOR
Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306).
-2/Guardrail details (Sec. 1711 & 3306(j)).
`B. Brick or stone veneer (Chapter 30).
Retlln o FW AUKi(.UL1UKAL ')1A1L171L,1l1 Ur ill. Nil LGLV LI'1L1\.L
FOR RESIDENTIAL DEVELOPMENT
Sztion 26-8.1 of the Butte County Code NOT COMPARED WITH
requires this acknowledgement be recorded ORIGINAL DOCUMENT
prior to issuance of a building permit.
The property described herein is adjacent
to land or included within an area zoned
,
for agricultural purposes, and residents
59-030279
of this property may be subject to incon-
veniences or discomfort arising from the
AUG
use of agricultural chemicals, including,
i egg
but not limited to herbicides, pesticides,
and fertilizers; and from the pursuit
of agricultural Ioperations including,
but not limited to cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smoke, noise, and odor.
Butte County has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and residents
within said zones and on adjacent property should be
prepared to accept such inconvenience
or disconform from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as
follows:
SEE' iTr9-G�C D .
Date: - f �'"moi' PROPERTY OWNERS:
YfaeK iLy / gas f1501 e;7
State of
SS
County of TTC )
On
the
this the �' day of 00"!9 u -1 % 19 zP% , before me,
undersigned Notary Public, personally appeared
LlSSPLL E. �� / Lte4TEE /}AAIO
Al c,
IN
®■■■■■■■Ia■■■�■■■■■■■o■■a■� Personally known to .me. Proved to me on the basis
KATHY DANCE■ of satisfactory evidence.
0 m NOTARY PUBLIC-CALIFORNIAbo be the person(s) whose name(s)
iButt°County Cubscribed to the within instrument and acknowledged that
v My Commission Expires pec. 8,1989
®■■■�■■■■■■■■■■■■■■■■■■■■ecuted the same for the purposes therein contained. IN WITNESS
ILEREOF, I hereunto set my hand and official seal.
Present A.P. No. 611- a
otary Public
. a....r..o....aw..,.r.__.._-•-..r, a...I.,.Yn,.nY,�-..,.�.-. u,..4:..a,..P'....:.. „ �m..T.-.-.wn,: _.. ,
Order No • 1�V �r�<e i �d3{ d�k �ii,ka t �4 SP
14,
`D U L. EC
laT{,5
The ,��i`d rafe ed to here i
6n` is described as- f o F lows:
AFI that certain real property situate in the County of 'Butte, Unincorporated,
State of California, described as follows:
PARCEL I:
Parcel II, as shown on the map entitled, "PARCEL hIAP FOR DAVID R. GHIRARDELLI",
being a portion of the Northwest quarter of the Southwest quarter of Section 14,
Township 23 North, Range 3 East, M.D.B. d M., which Map was filed for record in
the Butte County Recorder's Office on March 23, 1978 in Book 65 of Parcel Maps,
at Page 47.
PARCEL II:
An easement for road and public utility purposes over a 60 foot roadway as shown
on the herein referenced Map. Excepting therefrom all that portion lying within
Parcel I above.
' ....f., ;r� r''•�i'iu.;. .a�.l.i� � —•^tee.--.. .�,. ..
BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM
((One Form per Building)
A.P. Number/ -')4— S :•r54q Building Department No.
School District A/'A&y:� 6 City D County M Jurisdiction
Property Owner ��s. VC—,X_J,q^r yip
Project Location/Address
Subdivision Lot =Number
Residential Development:
O � � Sq. Footage:?d:�v
# of Living MHI Addition (Group R)
Units
Commercial/Industrial: D
New
OSq. Footage
Addition (Including Exterior
Roofed Areas)
Date
(Floor Plans reviewed by School -District Personnel)
District Id No. (I % —
Ik,k,a� 1/� School District certifies that
(Applicant Name) V ,Phone Number)
14 _e� yW*AL�,M�-
(Street Address) 4
(City)'d (State) (Zip Code)
has complied with the requirements of Resolution No.
by the payment of $ representing`-_3C� ;j square feet.
;A7, 0 kf'o
School District Representative /Date
PAID BY CHECK NO.
BANK NO G
PAID BY CASH
REMARKS:
white -applicant, yellow -building department, pink -school district
SCHOOL.FEE (8/88)
getu>n to.:DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 6'9 - 3:0 2 7:9
FOR RESIDENTIAL DEVELOPMENT
Stiction 26-8.1 of the Butte County. Code
requires this acknowledgement be recorded
prior to issuance of a building permit. r
The property described herein is adjacent
89-030279 Rec Fee 7.00
to land or included within an area zoned ! Cash 7.00
for agricultural purposes, and residents Recorded
of this property may be subject to incon- Official Records
County of pAFIT-1 SHOWN
veniences or discomfort arising from the
Butte ,
use of agricultural chemicals, including, Candace J. Grubbs
but not limited to herbicides, pesticides, Recorder
and fertilizers; and from the pursuit' 12:48pm 11 -Aug -89 2
of agricultural operations including,
but not limited to cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smoke, noise, and odor. Butte County has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and residents
within said zones and on adjacent property should be prepared to accept such inconvenience
or disconform from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described. as
follows:
Date:
State of 0,41 -Ir )
County of Z4 TTf )
PROPERTY OWNERS:
On this the ! 114 4 day of OVu y 4e J7' , 19 ,?% , before me,
SS. the undersigned Notary Public, personally appeared
ei-I- E. Vo ele, TrusrEE
w C,
n
Muse Personally known to me. 1� Proved to me on the basis
° �r'KATHY'VANCE ® of satisfactory evidence.
® NOTARYI�UBLICCALIFO:RNIA iso be the person(s) whose name(s)
a Butte Count
a * y Subscribed to the within instrument and acknowledged that
My Commission ExPir pec, 6 198
Jxecuted the same for the purposes therein contained. IN WITNESS
HEREOF, I hereunto set my hand and official seal.
Present A. P. No. 6 1— 6 S IQ 7
otary Public
ENS06-98
4
cous-Pu B1� Wo Ks
DEJ T. OF
pUG 211959
e N s 0 1 -00
A30,
.$rg„ 3.01-79
Order No`. ;j P-30086
�'f S C Ht D U L� E C
The land¢r"eferr6d 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 II, as shown on the map entitled, "PARCEL MAP FOR DAVID R. 6HIRARDELLI11,
being a portion of the Northwest quarter of the Southwest quarter of Section 14,
Township 23 North, Range 3 East, M.D.B. 8 M., which Map was filed for record in
the Butte County Recorder's Office on March 23, 1978 in Book 65 of Parcel Maps,
at Page 47.
PARCEL II:
An easement for road and public utility purposes over a 60 foot roadway as shown
on the herein referenced Map. Excepting therefrom all that portion lying within
Parcel I above.
fwEND OF •
�:. �jS�.��•'� :.�Y.nr i-�r.�(3 � �� YVSt.,Va �F V''},1 wii,ccV tr,,,.5.�: ;.!l?n2 ry ..q�� �;:1.'?[i�, Q?'�.?�. "', }.tp p��, :r v5 ,ht!''' rt �:.;' �e`i;:•. {� 'j��'•7
12 1 1
12
Cff
l�5
0 aq q- ? r::.
I Fj:
-Fb = oxl0000= lSl��s�
Date:
State of
County of
Present A.P. No.
PROPERTY OWNERS:
On this the day of , 19 , before
S -S. me, the,undersigned,Notary Public, personally appeared
Personally known to me. / / Proved to me on the basis
• " of satisfactory evidence.
to be the person(s) whose name(s) subscribed to
the within -instrument and acknowledged that
executed the same for the purposes therein contained.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
Notary Public
CC �(o /6X(1'os7
r 15
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
P0416its Issued 8/8/86 to 8/18/86 inc, Page 1
PERMIT NO, OWNER CONTRACTOR
776-86
14-29 06
F
1483-86
1686 86 F
1759-86L-
;8;9-86
2015-86
20
Hoo, �L
P
2991 86
2095-86
2096-86
2097-86
2;"."V;
—plq� S&F
2109-86L
9138-86
2.142-86
64-96.
F
9, 94-94-P 9_ 9 6_ P
fT
2231-86
F
2237-86
' r
— 2-i -"
1249 8.
1A,6_oL-F
—�:56-86�ir
2259-86
2275 -o6 -r_
?777-86 F
92:78 8
P2 F�
qqsg 86 j:
Golden Feather SDA
Floyd Cooper
J. Robert Kennedy
Damschen Bros
Brisbain,Zink & Le
Don Stdinsick
Wayne Mohle
Scott Fee
Richard Terrano
Erma Gibbany
Ronald Mead
P.V. Readymix
P.V. Readymix
P.V. Readymix
Danny Skaggs
F.R. Parks & Rec
Tony Contreras
Bob Alon
Delmar Proschold
Roy Clough
M.C.I.
Art Anderson
Mel Hegemier
Les Kramer
Don Miley
C.R. Stocking
Charles Cigonovich
Richard Miser
Don Droke
Bill Johnson
Jerry Shelton
Roscoe Pearson
Craig Baron
Jerry Erler
Henry DeVetter
George Morin'
Jeff Roll
Clarence Berrey
Ray Zehren
Maurice Keven
Brad Smith
Kathy Kaiser
Owner
Owner
Owner
Chico Bldrs
n7i Owners
Owner
Steve Lane
Wakefield Const
Owner
Jay Carter
McDonald Const
Steve Hughes
Steve Hughes
Steve Hughes
L. Hogberg
Jose Rash
Doug -Starr
Lowell Pierce
Owner
Owner
McLoughlin Const
Solor Desigh
Owner
Owner
Owner
Owner
Fronk Dozier
Owner
Pioneer Ele
Robert Bryant
Owner
Owner
Owner
Feather River
Harrell Wilson
Jim Potestio
Owner
unknown
No. State Alum
Behar Const
Webb Homes
Owner
58-
27-
39-
47-
6-2
11-
43-
11-
58-
72-
66-
6-4
6-4
6-4
24-
26-
56-
48-
73-
64-
11-
64-
42
42-
28-
60-
27
64-
11-'
Const 4
24-
63-
72-
H. 28-
28
62
56
36
69
65-31
42-4]
45 -OS
Certificate of Compliance: Residential
Project A
menta
BUILDING DATA
Conditioned Floor Area 30-7SA Number of Stories
b�M Floor _ Number of Units �—
Single Family Detached (SFD) [ ] Addition Alone
[ ] Single Family A=ched (SFA) (] Existing Building
[ J Multi -Family (MF) [ ] Existing -Plus -Addition
Climate Zone 11
,2• S2G- L7
wilding Permit M
DL14- / ®-2-&
Checked By / Date
Enforcement Agency Use Only
Glass Area % Glass c
North 15,11
East 125 4,1
South 11
West 327-2.51040
Skylight • 3
Total 5 ► 17._
BUILDING SHELL INSULA'IION
Component .
Insulation Locatiinn/Comme:xts
Type
R -Value (attic, to garage, icel. etc.)
`_Wall ..............
lei EXT' . W A -LL S
(✓�_
_S% •� O'
Roof .............
E
Roof .............
South
Floor ............:
tS� 1—Lo•�
Floor .............
( )
Slab Edge.....
e7 ---
GLAZING
Shading Devices
Glazing
Area G1assType Interior . Exterior
!1-........rL...
/nA L......L A....L.L\ r-11— 1.Ynd fete 1 iR}H1[�efC►CCR_ etC_i
North
North
( )
conditioner heat pump) (SE SEER HSPF) (attic etc)
East
(✓�_
_S% •� O'
East
( )
Maximum Furnace Heating Output:
South
(ltd
11
South
( )
West
(1/f
22 $
West
( )-
Skylight
_Skylight.......
.......
1_
THERMAL MASS
Tape/Covering
(slab/exposed,
tile, etc.)
kot-k
e
Overhang Framing Type
Area Thickness
etc
HVAC SYSTEMS Minimum Duct
Type (furnace, air Efficiency Location
Duct Output Manufacturer / Model #
conditioner heat pump) (SE SEER HSPF) (attic etc)
R -Value (Btuh) (or approved equal)
Fid • % C-
_S% •� O'
`
tl� �-�-- s_ls &...=c
-7 j
Maximum Furnace Heating Output:
Btuh
HOT WATER SYSTEMS Tank Manufacturer/Model #
System Type (storage gas etc) Capacity (or approved
equal) Special Feature(s)
SPECIAL FEATURES/REMARKS (Add extra sheets if necessary)
Mandatory Measures Checklist: Residential MF -1R
NOTE: Lowrisc residential buildings subject to dar
the Srands must contain that mcastues regardless the eomss plLance
approach used. Items marked with an auensk (') may be superseded by more stringent compliance requirements listed
on the Certificate of Compliance. When this checklist is incorprr",ed into the permit documenu, the features noted shall
be considered by all parties as binding minimum component pefomtance spcaftcauons for the mandatory measures
whether they arc shown elsewhere in the documents or on this checklist only.
DFSCRIPIION DESIGNER I ENFORCEMWT
Building Envelope Measures
§2.5352(a): Minimum ceiling insulation R-19 weighted avenge.
§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 not apply to
exterior mass walls).
§2.5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor
transmission rate no greater than 2.0 permli nch.
§2.5311: Insulation specified or installed mats California Energy Commission (CEC) quality
standards. Indicate type and form.
§2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§2-5317: Infiltretion/EafnitretionControls toGmitau
a. Doors and windows between conditioned and unconditioned spaces desied ge
leakage.
b. Doors and windows certified.
c. Doors and windows wathcrsuipptd-. all ts joinand penetrations caulksd and sakd.
§2.5352(c): Special infdtration barrier installed to comply with §2.5351 meets CEC quality
standards.
§2.5352(d): Installation of Fireplaces
1. Masonry and factory -built fireplaces have:
a. Tight fitting, closable metal or glass door
b. Outside air intake with damper and control
e. Flue damper and control
2. No continuous burning gas pilots allowed.
s
HVAC and Plumbing System Measures
§2-5352(8) and 2.5303: space conditioning equipment sizing: attach calculations.
§2-5352(h) and 2-5315: setback thermostat 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.
62-5314(c): Gas -rued space hating equipment has intermittent ignition devices.
§2.5314: HVAC equipment. water hates. showerheads and fauces certified by the CEC.
§2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interiorlexterior
insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater).
§2.53I2(Exeeption 1): Pipe insulation on steam and steam condensate return & recirculating
piping..
§2-5319(d): Swimming Pool Hating
1. System has:
a. On/off switch on hater.
b. Weatherproof instruction plate on hater.
c. Plumbed to allow for solar.
2. 75 percent thermal efficiency.
3. Pool cover.
4. Timc clock. -
5. Directional water inlet.
Lighting and Appliance Measures
'
62.5352(1): Lighting - 25 lumens/watt or grata for general lighting in kitchens and bathrooms.
§2.5314(c): Gas fired appliances equipped with intermittent ignition devices.
12.5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified
by the CEC. Indicate make and model number.
COMPLIANCE STATEMENT
This certificate of compliance lists th-, building featmres and performance specifications needed to comply with
Title 24. Chapter 2-53 and Title 20, Chaptr>; 2, Subchapter4.. 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:
7-113CIR tn:
Address:
Tekphona
Lic.1:
(signature)
1 Documentation Author
Name:
i ldcJFum
Address:
to+Le)
Building Owner
Name.
Address:
Telephone
(st/ b an.) (date)
Enforcement Agency
Name:
Agency:
Telephone:
t
1. Ceiling Insulation
2. Wall Insulation
R -value
R-0
R-11
R-13
R-19
U -value
0.80
0.50
r 0.30
0.10-
0.08
0.06
0.04
0.02
0.00
Single-
Family
Detached
-68
0
2
8
-153
-91
-47
0
4
9
14
19
24
Number of stories
Multi -
Family
-34
0
1
4
-76
-46
-24
0
2
5
7
10
12
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
-1
R-19
0
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
O.C2
4
2
1
0.00
11
5
3
2. Wall Insulation
R -value
R-0
R-11
R-13
R-19
U -value
0.80
0.50
r 0.30
0.10-
0.08
0.06
0.04
0.02
0.00
Single-
Family
Detached
-68
0
2
8
-153
-91
-47
0
4
9
14
19
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
1. Raised Floor Insulation
-1 0
0.70
Insulation
in Floor
0.60
6
Number
of stories
9
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
-75
-29
-19
-. 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
Crawlspace
-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
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. Inriltration (Air Leakage)
Spedfication 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)
Efrectire Percent Glass
(percent glass 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 Percent Glass
9
10 12
(Percent glass x SC)
13
Effective
9
11 13
13
14
7.5 6
%Gies
North
East
South
West
Skylight
18
-14
-48
-69
-64
na
16
.12
-42
-59
-55
na
14
-10
-35
-50
-46
na
12
-8
-29
-40
-37
na
11
-7
-26
-36
-33
na
10
-6
.23
.31
.29
-74
9
-5
.20
-27
-25
-65
_ 8
-5
-17
.23
-21
-56
7
-4
-14
-19
-18
-47
6
.3
-11
.15
-14
-38
5
.2
.9
-11
-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
ne . not allowed
-14 to -4 to
+6 to
16 or
SE HSPF
9. Interior Thermal Mass
SCORE CARD
SC
Interior
Slab Floor
Raised Floor
Mass
Sto60S
12M
Stories
2200
/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
-i
1 3
4
4
1.3 -3
0
2 3
4
5
1.5 -3
1
2 4
5
5
20 -1
2
4 5
6
7
25 0
3
5 7
7
8
3.0 1
4
6 8
8
9
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
-5
Exterior
Single-
Single -
-2
7.0
Wall
Family
Family
Multi
Mass
Detached
Attached
Family
5
0.00
0
0
0
14 12
0.20
3
2
1
22
0.40
5
4
3
11.0
0.60
8
6
4
8
0.80
10
8
5
14
1.00
13
10
7
20
1.20
13
12
8
7
1.40
12
13
9
4
1.60
10
13
11
2
1.80
10
12
12.
.
200
10
11
13
-3
11. Heating System
-2
Two +
3
3 2
SE or
ASPF
1
-15
(assumes ducts In attic)
.9
1.7
Solar
_ Sum of 1-6
1
1
0
-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
0
EfTective SE or HSPF
0
(SE or HSPF x duct eMciency)
IE
Effective -25 or -24 to -14
a -4 to +6 ID 16 or
SE HSPF less -15
-5 +5
+15 more
0.30 275
-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
4 3
3
2
0.70 6.42
17 15
13 11
9
7
0.80 7.33
25 22
19 16
13
10
0.90 8.25
32 28
24 20
17
13
1.00 9.17
37 32
28 24
19
15
Zonal Control Adjustment
1.6
System Type
2
22
2.5
27
Resistance
10 9
7 6
4
3
Other
6 5
4 3
2
2
12. Cooling System
SCORE CARD
SC
Unit Size (sf)
/.7
Water
SEER
i139
12M
1700
2200
2700
(assume; ducts
In attic)
in
to
to
or
Stm of 7.10
Type
less
1699
2199
-25 or -24 to -1410
-4 b
+6 to
16 Or
SEER
less
-15 3
+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
120
15
13 11
9
7
5
13.0
20
17 14
12
9
6
-7
.6
Effective SEER
None
-5
-3
(SEER xduet eMclency)
.2
-2
0.6
Stn of 7-10
7
5
4
Effective -25 or -24 to -1410
-4110
+6 In
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 0
0
0
0
8.0 -
9
8 6
5
4
3
9.0
16
14 12
9
7
5
10.0
22
19 16
13
10
7
11.0
26
23 19
15
12
8
12.0
30
26 22
18
14
9
13.0
33
29 24
20
15
10
Solar
Zonal Control Adjustment
7
5
10
8 7
6
4
3
5
No
Cooling System Installed
2
Stories
WSB
9"
4
3
2
One
-5
-4 -4
-3
-2
-2
Two +
3
3 2
2
2
1
Single -Family Detached and Attached
Interior Mass/CFA
u.,•m�c•.. L,
c.rye.•d •,.e, - t
SCORE CARD
SC
Unit Size (sf)
/.7
Water
Measures
i139
12M
1700
2200
2700
Heater Credit
or
in
to
to
or
Type
Type
less
1699
2199
2699
more
SG
None
0
0
0
0
0
or
Solar
12
8
6
5
4
HP
HWR
8
5
4
3
3
X
WSB
5
3
3
2
2
10%
POU
8
5
4
3
3
SE
None
-37
-24
-18
-15
-12
85%
Solar
-1
-1
.1
0
0
04
HWR
-18
-12
-9
-7
-6
1.9
WSB
-25
-16
-12
-10
-8
3.4
POU_
-18
-12
-9
-7
.6
IG
None
-5
-3
.2
.2
-2
0.6
Solar
7
5
4
3
2
2.3
POU
3,
2
1
1
1
IE
None
-28
-19
-14
.11
-9
5.2
Solar
8
5
4
3
3
1.2
POU
.10
-6
-5
-4
.3
27
Multi-Fatrnity
(individual
3.3
units)
3.7
3.9
4.1
4.3
Unit Size (sq
4.8
Water
52
699
700
1200
1700
2200
Heater
Credit
' or
to
to
to
or
TYPO
TYPO
less
1199
1699
2199
more
SG
None
0
0
0
0
0
or
Solar
14
7
5
4
3
HP
HWR
- 9
5
3
2
2
2.8
WSB
9"
4
3
2
2
4.3
POU
9
5
3
2
2
SE
None
.45
-23
-15
.11
.9
1.7
Solar
2
1
1
0
0
3.2
HWR
.23
-12
-8
-6
-5
4.6
WSB
-25
-13
.8
-6
-5
6.1
P_QU
-23.
--j 2=8
1.4
.5
.5
IG
None
-8
-4
-3
.2
j .2
3.5
Solar
6
3
2
1
1
4.9
POU
1_
0
0
0
0
IE
None
30
-15
-t0
-8
-b
2.3
Solar
18
9
6
4
4
3.8
POU
-8
-4
.3
.2
.2
Interior Mass/CFA
u.,•m�c•.. L,
c.rye.•d •,.e, - t
rolnt bystem summary: Climate Gone 11
SCORE CARD
SC
Eff. % Glass
/.7
X
Measures
/-3/
1.
Ceiling Insulation
3 0
or
T
X
R -value [38]
U -value [0.030]
2.
Wall Insulation
�� =
or
•3
X
R-valueIIII
U -value [0.098]
3.
Raised Floor Insulation
&
or
Eff. % Glass
1.7
R-value[191
U -value [0.037]
4.
Slab Edge Insulation
X
or
TYPE
1
NA55
(UIMC & 4.2,
Le:
exposed slab)
Standard
3
X
TYPE 1 MASS
O%
5%
10%
15% 20%
25%
30%.
3S%
40%
45%
50%
55%_
60%
65f.
70%
75%
80%
85%
90%
95%
100% 105% 110% 115% 120% 12S`{
0%
0
0.2
04
06
0.8
1.1
1.3
1.5
1.7
1.9
2.1
23
2.5
2.7
2.9
3.2
3.4
3.6
3.8
4
4.2
4.4
4.6
4.8
5
53
10Y.
0.2
0.4
06
0.6
1
1.2
1.4
1.6
1.9
2.1
2.3
25
2.7
2.9
3.1
3.3
3.5
3.7
4
4.2
4.4
46
4.8
5
5.2
5.4
20%
0.3
0.6
0.8
1
1.2
1.4
1.6
1.8
2
2.2
24
27
28
3.1
3.3
3.5
3.7
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
24
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
So
40111.
0.7
0.9
1.1
1.3
1.5
1.7
1.9
2.2
24
2.6
2.8
3
3.2
3.4
3.6
3.8
4
4.3
4.5
4.1
4.9
5.1
5.3
5.5
57
59
SOY.
0.9
1.1
1.3
1.5
1.7
1.9
21
2.3
2.5
27
3
3.2
3.4
3.6
3.8 '
4
42
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
24
2.6
28
3
3.2
3.5
3.7
3.9
4.1
4.3
4.5
4.7
4.9
5.1
53
56
5.8
6
62
60%
1
1.2
1.4
1.7
1.9
21
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
5.4
56
5.9
61
63
65%
1.1
1.3
1.5
1.7
1.9
2.2
2.4
2.6
2.8
3
3.2
3.4
36
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
22
2.5
27
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
21
23
25
27
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.S
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
56
59
6.1
63
6S
67
90..
1.5
1.7
2
22
2.4
26
2.8
3
32
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
64
66
68
95%
1.6
1.8
2
2.2
2.5
21
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
67
69
100Y.
1.7
1.9
21
2.3
2.S
28
3
3.2
3.4
3.5
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
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
66
69"
I
110%
1.9
2.1
2.3
2.5
2.7
2.9
3.1
3.3
36
38
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
22
24
2.6
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
59
6
6.2
6.5
' 6.7
6.9
7.1
7.3
125..
2.1
2.3
25
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
rolnt bystem summary: Climate Gone 11
SCORE CARD
SC
Eff. % Glass
/.7
X
Measures
/-3/
1.
Ceiling Insulation
3 0
or
T
X
R -value [38]
U -value [0.030]
2.
Wall Insulation
�� =
or
•3
X
R-valueIIII
U -value [0.098]
3.
Raised Floor Insulation
&
or
Eff. % Glass
1.7
R-value[191
U -value [0.037]
4.
Slab Edge Insulation
X
or
111,10
R -value [0]
F2 factor [0.77]
5..
Infiltration
Standard
6. GIass Heat Loss lbu L-t6t-� tI �5,' - 0 , /
Type [double] U -value [0.65] % Total Glass [ 16]
7. Shading (Shade Open)
a. North
b. East
c. South
d. West
e. Skylight
8. Shading (Shade Closed)
a. North
�--�.
East
c. South
- 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
% Glass
SC
Eff. % Glass
/.7
X
,r) ) _
/-3/
y, l
x
,-27 =
3.14.
T
X
r%7 =
3/
X
�� =
G
b . I
•3
X
•77 =
ra3
% Glass
SC,
Eff. % Glass
1.7
X
.&s =
./2-(
1,/2--
t
X
,-
111,10
X
.t'iL =
-a4
�o.
X
3
X
TYPE 1 MASS
AREA = 0`B
InteriorMiss/CFA
COND. FLOOR
AREA
TYPE 2 MASS
AREA 9
Exterior Well Mass
ND. L OR
AREA
SE or HSPF
Duct Efficiency [0.78]
Effective SE or
[0.72/6.6]
HSPF [0.56/5.15]
X
7.3
-R-,9
SEER [9S]
Duct Efficiency [0.74]
Effective SEER [7.03]
G
Type [SG]
Credit [none]
Point Scores.
Sum lb.
_13
Sum 7-10
_.
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