HomeMy WebLinkAbout066-470-03766=47 `37„ �`�� 7-�P;EM' `x `
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BOVEE, Bily
. S�oNeSkyway, Mag
Contr -Billy
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066-47-0-037 ,. �' 9 B
,,BOVEE Billy t
;13736 New' Skyw Magalia..
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r1KA Civil Engineering and Design
3115 Johnny Lane, Chico, CA 95973
Ph: (530) 656-8211 FX: (530) 230-2700
eda@ausmusengineering.com
January 28, 2011 PERMIT* lo.,O,)&/J
BUTTE COUNTY DEVELOPMENT SERVICES
John Wheeler REVIEWED FOR
Wheeler Construction CODE COMPLIANCE
Oroville, CA DATE -----________3,
RE: Adam Huey Garage/Hobby Room 58 Apica Court, Oroville, CA CC- Y%o -,D312
Dear Mr. Wheeler,
Please allow this letter to serve as agreement to allow epoxied slab reinforcement in lieu
of the wetset bars as shown on detail 11/5. Reinforcing should be:
#4 at 24" oc each way, or
• #3 at 18" oc each way
And epoxied 4" into the concrete stemwall.
Secondly, please refer to the attached shearwall schedule to be included with the plans.
SHEARWALL SCHEDULE
Mr
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66-47-37
3477-90B,P,E,M
BOVEE, Billy
New Skyway, Magalia
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(new sf )
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OFFICE COPY
Address ✓ �i�..c3y i�
GAS
Meter By Date
ELECTRIC
Meter By
OFFICE COPY
Address
i
i
Y Date
ELECTRIC
Meter By Da
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JOB FINALED
Signature _
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uertinpicate... oVonfom, monce
Certificate N? 9419 -91
P. /&
THE UNDERSIGNED MANUFACTURER HEREBY CE�IRMFIES that the structural wood products
idi�ntified below and marked with a collective mark of Arverican Wood System. s (AVIIS) were man-
ufactured in accordance with the specifications indicated below.
la, ANISl Standard A190.1.1883, for Structural Clued Laminated Timber
Job Name
Jab ;.ocatlonL_
ELK GROVE, CALIFORNIA
CuSomer's Order Pio. WB X 2112 Date 1'1492 k1?gr'S Order No
Signalunp
C,ornpany
09-00447
71tie._ QUALITY CONTROL SUPER11 OL
BOX 50 oat$ �'/�'-
BOISE, IDAHO 83728
ITIS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named
manufacturer which carries a collective mark of America: Wood Systems (AVVS) is subject to regular
audit by American `Hood Systems, such audit consisting of the inspection with reasonable frequency
of the manu`acturing process, with adequate sampling to verity the quality of alulam construction and
tha 4decivacy cf glue bond.
Y
Michael R. O'Halloran
Executive Vice: President
:r,•.=R;CAM wpCG SYS -EMS — A RGLArf.J C0P..?JP.ATIO.d :1F A�,tERIC N ;'YWOO= AS;,tjC1AT10N
J=OK
O=Not OK
= Not Applicable RESIDENTIAL (;
= Not Ready
Date U ERFLOOR (Plans) OK except #'s
. toning -'Setbacks -Easements- food -Slope
ftg., Main; Soils-Elec. Gr .-/&' Ftg. Depth
./tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
rsternwalls, Main; Steel -Block outs -Wrapped
Stemwalls, Garage; Steel -Blockouts-Wrapped
6a. Hol .Downs and Special Anchors
pe lab; Steel -Wrapped
. Piers -Fireplace Ftg.-Steel
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
10. Gas Pipe; Size -Anchors
11. Water Pipe; Test -Anchor -Regulator -Service Test
12. Electric; Underground
13. Pienums & Ducts; Clearance -Material -Support -Ins.
1A/'Girders-Sills-Anchor Bolts -Joists -Vents -Cripples
15. Insulation
Date::)) ' % Card B-1 Date Card B-1
Date G%2Car 1 Date Card B-1
Date P,L ING PerKit OK except #'s
1 Water Htr.; Vent -Ac cess -Com bust io Air -Baffle
P.hvater Pipe; Test & Anchor -Nail Protection
chor-Nail Protection
5B!Shower Pan; TdK. First Floor -Tub Access CU
20.• Test Tub & Shower, Second Floor -Tub Access
21. Gas Pipe; Size & Anchors
Date /O/Jp/j Card B-1 `-)' Date Card B-1
Date / Card B-1 Date Card B-1
Date
#'s
22. Fixe & Transformer Clearance -Ins. Protection
23. ec. Receptacles Spacing -Lights & Switches at Doors
Size Boxes & No. of Conducto
25. 59'rnex Installed Close to Edge of Studs & C.J.
2 . quip. Ground made up w/Mech. Fastners-Bond Gas & Water
2,y 2 Appliance Circuts in Kitchen & Conductor Size/GFI
2 . Subfeed Wire Size 7 ga. Cu QrlA1-A. C. Wire Size / / ga.
Cu or Al
29. Range Circ. / ga. jgri or AI- en Circ. / / ga. Cu or Al.
Insulated Neutral Yes ❑ No
361. Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Panels-Motors-Mech. Equip.
.3f Clothes Closet Light -Shower Light -Spa Light
3 Smoke Detector
Date a jI Card B-1 C S Date Card B-1
Date I f Card B-1 Date Card B-1
Date MECH `ICAL (Permit) OK except #'s
34".0,,Ducts Insulation & Support
35.E ent Fan; Exhaust above insulation
Condensate Drain & Overflow; Size & Grade
37./urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet
Attic Access & Platform if Furnance in Attic
Date /DA,,) S'LCard B-1 ,j -J Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except #'s
3geofils, Proper Material & Anchors
40,,,Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
Bearing Walls over Girders & Floor Nailing
42 aft Stop in Walls (rat proof)
Fire Stops; Furred Ceilings -Stairs -Chases -Tub
Headers & Beam -Size & Baring
single & Duplex)
Gate FRAMING (C6ntinued)
45. Hangers -Post Caps -Anchors -Connectors
46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Rfng.
47. Fireplace Ties or Type A Flue -Fireplace Throat clearance
4tL�c,Access; Size & Romex Protection -Draft Stop -Ins. Baffles
drm. Windows or Exiting Doors -Sill Hgt. & Dimensions
Garage Fire Protection Framing
b1.Property Line Firewall & Openings
52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits
53r -?!airs; Width -Headroom -Rise -Run -Landing -Fire Protection
5¢. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding-Nailinq Veneer
56. StuccpooMesh-Drip Screed -Fd. Vents-Underflr. Access
57. Gid5ziilng Area -Glass Protection -Skylights -Plastic
5VSDor Walls; Nai ' g -Bo 5 Z .".l
5 nsulation-Walls-Ceilings
60. Infiltration -Walls -Windows
Date o L dl Card B-1 e Date Card B-1
Date ' L1 Card B-1 Date Card B-1
Date FINAL P OK except #'s
xt. Steps- D & Sidelight Protection -Landings
62. mo etector
v
urnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
edroom Exiting
I. & Bath Fixtures & Tub Access -Spa
rim & Subpanel; Breaker Sizes & Labels
(67)Stairs & Rails
68 Fireplace or Stove; Clearances-Hearth
-6Q.--E4ec. utlets at Wood Panel; Int. & Ext.
it.Fixt. fiance; Grnd.-Air Gap -Cooking Clearance
ec. Outlets & Receptacles at Kit. C6unter
rage Fire Door; Swing -Landing -Closer
'-7�'A.0 in Garage -Damper
. Wtr. Htr.; Vents-Clearance-Comb.'Air-Connector-P.R.V.
In Garage; Above Floor-Mech. Protection
k_fq, Elec. & Mech. Equip. Listed for Location
76. liec. R acles in Garage; (G.F.I.)-Romex Protection
7 solation -Foam -Looked in Attic
(A)Guard Rails & Deck Construction -Post Caps
-F9. Fd n. Vents & Crawl Hole Door-Drairiage & Wood -Earth
Clearance Looked under Floor O Yes I
86 -Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 13 No;
Planters 13 Yes ❑ No
,8484ucco; Brown -Finish
8 Ait; Disconnect, Electrical, Plumbing
. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to
Openings
ater Well; Disconnect, Electrical, Plumbing
8 Ex2rior Eiec. Trim; G.F.I. Receptacle -Underground
_A61"�enjil.ation Throughout House
7 lass Protection
88. Corrections from Previous Inspections
:q as Test -Meters Tagged; Gas -Electric
J 90. Water & Sewer Connected-C/O'to Grade -HD Approval
91. Energy Compliance C tificate-Other Certificates
Date 177,1 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:
(NOTE: An entry must be made each time you visit job site)
J=dK
O = Not OK
' = Not Readyable MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Test -Fall -C/O Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / P L" ft.
/ /"Nat. or/ /" L" ft./ /"LPG
7. 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. Exits; Insp.-Sketch
10. Cert. of Occupancy
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-EasemenMr
2. Footings; Soils-Size-Depth-Spacing-Connectors=Steel
b
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Pane Iboards- Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
212
l,.!s`_ T } JH i. H T c;
r
U
i Ic
11111cate o
Certificate N0 9419 --91
THE UNDERSIGNED MANUFACTURER HEREBY CEi9TIFIES that the structural wood products
identified below and marked with a collective mark of American Wood Systems (AWS) were man-
ufactured in accordance with the specifications indicated below.
Z ANI'Sl Standard A190.1-1983, ¢or Structural Clued L.arninated Timber
:. O
Job Name _s &I k—r. "E -N 1_(,� _
job wccaoon S--' V���1 32 ����ELK Gf:OVE, CALIFORNIA
Cu�amers Order No. 1J6 -?%172 Date 7-I4-92 Wor's 0101 No.
09-00447
')/Z Z
Corr piny
Tina._ QUAL ITY COINTROL. S 1PER VOR
BOX 50 pate�?-
BOIS-E, I04H+O 83728
IT,15'HEREBY CERTIFIED that the structural glued laminated timber production of the above-named
manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular
audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency
of the marwfa.cturing process, with adequate sampling to verify the quality at alulam construction and
Lhaadequacy of glue bond.
Woo#
SEAL
by
Michael R. O'Halloran
EXecutive Vice: President
43n tip
,� ;r.,:.nsCA^I YJGOG S` 5'£rRS — a.R[LArFf; �'OPP ATiQ..� :}F A�tERIC ^1 ^>'.YV+C�J� PSSaC,'uTiOt.
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aye INVOICE''r� " WELCOME TO MEEKS!
.. -
.'SOLD , R
,SHIP TO (SAME AS SOLD TO UNLESS NOTED BELOW)
,�•.T' . E� I'LT 1Wfi I GHT"LONS�T ` . '
TO BUIL (�WP%l CHI' CONST �—
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':8,"l APPLE 'V I.E W..:
-ARAD:I'S s C!� X5169
lE�1F AF'FLE VIEW WAYS, �..
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PARADISE • CA-`{ 951969
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itnMacB{on SN re $ .BAR =! ` Mtei Tented vt@lelrod��
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w> _ urRber �
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45 i ;A t>L.t1!~�AM s. RT LANE
IMPORTANT: ALL MERCHAP
IPA SEE REVERSE
RECD. BY
IRNED SUBJECT TO A RESTOCKING CHARGE.
TERMS & CONDITIONS.
7.DATE: ��\
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IMPORTANT: ALL MERCHAP
IPA SEE REVERSE
RECD. BY
IRNED SUBJECT TO A RESTOCKING CHARGE.
TERMS & CONDITIONS.
7.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
vo C
OWNER
0 --
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.
��is:��.r..�.� fes. =,.�il�`,r. :Y. __ •'�_ �--'x'4'9".: +.s1�"t�i
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 3Y72- S -o
31e�-Sti
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.
'4e- 1SJ�
D /n�
Date ,� L TZ Inspector
s
COUNTY OF BUT,TE..
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Orovi Ile — Phone: 538-7541'
ra 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 cpntact this office immediately.
i
l
_. /"'/(��C/ Inspector
Date
Xi
COUNTY OF BUTTE - DEPARTMIENT OF PUBLIC WORTS
t 7 County Center Drive,.- Oroville, California 95965 - Telephone: 916 541
-APPLICAUCIN AND PERMIT
PERMIT NO.
ASSESSOR PARCEL NUMBER -
• 66-47-
ZONrNG
►M
BUILDING PERMIT
OWNER
TELEPHONE
SQ. FT. OCC. BUILDING VALUATIO
OWNER'S MAIL NG ADDRESS C) ��(, 2 1 av�alSe
-2-18-Thomas-Dy _
CONTRACTOR'S NAME
-- ; -r - CJ1ri h+ Coo+
TELEPHONE
5-34 appn 2,670
CONTRACTOR'S MAILING ADDRESSIf�w -�
__ _ IS&I APP U -M ,Q69Fireplace
A 1,000
CONSTRUCTION LENDER UNKNOWN
Total Valuation $ 126-R
6
Filing Fee
$ 10.00
_LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
,$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
Permit fee
$ 775-79
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
41 2.00 28.00
Solar or heat pump water heater
20.00
LOT O. ]SUBDIVISION
NAME
PARCEL MA
G 0 "7
Water piping
5.00 5.00
Each qas water heater or vent
5.00 5.00
USE OF STRUCTURE
SF a Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00 5.00
Building sewer
5.00 5.00
Mobile Home S
10.00ea
TYPE OF WORK
Newn Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑
Describe work: 3BR _
Permit Fee
$ 58.00
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service SS
ip0 AMP OV OR R LESS
10.00 10,00
Main service EA. ADD'L too AMP
2.50 2,50
CONTRACTORS LICENSE LAW
1 derFclare under penalty of perjury (check one):
�I YYI 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.��6�C7 Classification .��
F-1 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 D5q+n&)
OR ADDNS. 1 ACC. BLDGS.
2yZ¢sgft 86.00
NEW CONSTR ULT' -OUTLET
NON -R ESID BRANCH CIRC ITS
2.50 ea
POWER APPARATUS .&)
(SINGLE OUTLET CIR.
Ex. Occup( OR FIXTURES
eAL SOS
eALa3o
FIXED APLNS.
Ex. Occup. OUTLETS PR
(RESID IE A.)
2.00
Temporary service
10.00 10.00
Mobile Home Facilities
15.00
Misc. lyirin 9
15.00
Permit Fee
$ 118.50
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
J� 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
FiIingFee 10.00
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 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 accrue
against said County in consequence of the granting of this permit.
X �--� Date J (a
Signature of Applicant - Owner ❑ Contractor Agent ❑
An OSHA permit is required f emolition or construct-
ion of structures over storied height.
Mobile Home Installation Fee $
Energy Inspection Fee $ nn
coN r P
-
TOTAL FEE $ 1 8.25
_J_.HAZ
�=UA I
PARK
I SCHL
D
PD
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which fees
IRE F PUBLIC
By G�
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
have been paid.
WORKS
Date
-Z-
IWHITE-D.P.W..
�7
Receipt No. 2037'6 � 1137Z2-
YELLOW -ASSES . PINA-INSPECTOR. GOLDENROD -APPLICANT
/ COUNTY OF BUTTE - DEPARTMENT OF U L`IC�.AORKS - BUILDING DIVISION
e . i j�
7 COUNTY CENTER LIRIVI± - OR(�VLLLE,.0 Il IA 5965 - TELEPHONE: 916/538-7541
PERMIMLi. ATrtUN DATA SHEET
Permit No. i
OWNER / /� 'J 00 f' ..,r A. P. No. tOb ' y%- G�
2Wp?,3 rcdtSP
Proposed BuFlcing ase _LC_ �1i�,fding Inspector ��'` Date /O
At`time of permit a�p`licet onA�,� , dpi,§p�`qf�'ll,9wiog, data musi be submitted prior to permit processing and/or issuance: "
Iii DATE RECEIVED APPROVED,
1. All itemskha-ve.beenksulz n, ted . ................................... .
2. Plot plans in duplicate/t46licate, signed by preparer of plans........
3. Complete plans iii d plicate/triplicate;;signed by preparer. of plans . .
4. Complete engineered plans\and,calcs, with wet signature on plans ..
5. Hazardous Material Form ...................... r .............. .
6. Energy Design Compliance and supporting documentation .........
7. Statement of Intent for Non -Heated and AC Buildings ..............
. Engineered truss details and layout in duplicate (required prior to plan check)
9. Mobil home installation data including manufacturer's.installation
instructions ..........................................: .......
10. Fees of $ ............... .(.J.....
11. Chico Urban Area fees paid ............................... ..J
�12 Park fees paid ..................................................
. 4�2440'ej School District fees paid .............. 9 U
-uP-�14 Sanitation approval from p,fMo�Sg Health Department
15. City of Chico plumbing permit.'
16. Plot plan and business license approval from City of l
(see City for other requirements)
17. Planning approval for (A) Use: (B), Parking: 1..... '
Improvements may be required.,IContact Land IDeveYo_pme. _Section
19. Driveway permit (construction, approval requ=ired prior to occupancy)
20. Pre -Inspection for I requiredPre-Inspec. request to
Building Inspector (Date)
21. Contractor's license information (No., Name Style, Classifications ...
22. Certificate of Workmans Compensation Insurance ..................
;3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... _
24. Recorded copy of Agricultural Acknowledgment Statement .......... 0 2 S- BGG. � S,
Letter of sigriatur,e,author'Izat�n .............................. .
f When you issue the>permjtgroce as fol lows: M to owner. Mail to contractor.
Tele fon t and hold for pickup attic Deliver w/inspector.
Othef it r /1 �l SDS -�D
Copy of Haz-Mat'f
Copy of plans sent
The following data must be"subi
1. Index permit for above items
2. Additional items resA9xed
—Fire Dept. Air Pollution Date
ire Dept. Other Date By.
Contractor, designer, owner, was advised of above required data by_phone--naiI—counter by .date
Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date
Plans checked by Date Plans approved by Date &2- 0
Sets of9jqjjgd in File ca, inet AP folder
Copy—DPW
TO: Building Department
FROM: Encroachment Permit Section
RE: 'Driveway Clearance
✓� /l v��— % 736 slew S1 6a&4 7 3 7 .
owner location AP #
t4?e .
Driveway permit //1teeA/% has been issued for the above property.
nuzbDQ0ems
sign re date
TO Buildinc Department
FROM: "'Environmental HeR.Ift
SUBJECT: Sanitation Clearance
)7/ �
owner Location AP#
Plan Approved for: Sewage Disposal Water Supply
Hold final for:
Final clearance O.R. for:
Clearance for 'I- bedroom a -home. other
NOTE * * *
Water Supply
Water Supply
an tarian gate
P wN ER
r
I WNER'3 MAI NG
21 CHo
ONTR' CTOR'3 NA
ONTnACTOR'3 MA
Z6 13 e_1)
ONSTRUCTION LE
/UoNL
ENDER'S MAILING
r1FR l7ZTon RNI
L� 7 County Center Drive - U ole, Calllornia 95965 - Telephone:
U , Drive
AND PERMIT
A
2 Z r.
TE EP ✓ ,SQA FT. �s �7-may>3
DDR E33 Z7
"mss da SOS G4rt
a -
L_
1'-x'nEiiiTEE T'-oR'efriiiNeen*-i"iixiL4io A66Ti
I nuif:iritlli-AAooniii
OT NO. 1 SUBDIVISION NAME
USE OF STRUCTURE
SF Duplex❑ Mobllehome❑ Other
r-ulrAi I Ito.
541
BUILDING PERMIT
OCC. I BUILDING VALUATION
c
-) Y o
�J
2-G ? o
7 12,_
Fireplace
09
e0LN�30
UNKNOWN
Total Valuation
$ 2L'
ICEr13s NO.
Filing Fee
$ 10.00
Permit Fee
_Plan Checking Fee
Energy Plan Checking Fee
$ Q
$ orO
$ / 5__
2 y
Penalty
$
Permit lee
$ S
PLUMBING PERMIT
FllingFee
10.00
�/ g
Each Trap
/Y
2.00
Z g
FIIIng Fee
Solar or heal pump water heater
Healing
20.00
Ltr--
PARCEL MAP
Water piping
_
5.00
[r' O—
Each qas water heater or vent
J_
5.00
Ventilation
K7
Gas piping system 1 - 5 outlets`
Permit Fee
5.00
Building sewer
5.00
Mobile Home Installation Fee
ECIFY
Mobile Florae S G W
Energy Inspection Fee $ --
OCC CONSTTYPE
TOTAL FEE $ We r
HAZ CVA PAIIK SCHL FLO I PAR PD I HO ISSUE
eal
TYPE OF WORK
New W Additions❑ Remodel❑ Utilities[]Installation❑ Other[:]
Describe work: J 8 A
CONTRACTORS LICENSE LAW
I declafa under penalty of perjury (check one):
rt��J I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professt ns Code and my license Is In ful force and effect.
License No. 09 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
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 Sell -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.
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 accrue
against s 1iidnCoouunty In consequence of the granting of this permit..
X-�"--�'�-v _ Date �d
Signature of Applicant — Owner ❑ ControctorjK Agent ❑
An OSHA permit Is required for excavolions over 5'0" deep and demolition or construct-
ion 61 structures over 3 stories in height.
Permit Fee
$
Contractor
09
e0LN�30
ELECTRICAL PERMIT
FIIIng Fee
10.00
oo AMP LESS
Main service ioill
10.00'-
/D
Main service EA. ADD -L 100 AMP
2.50NEW
2 y
OR ADDN3T ACC`B LDGS.4%j/S/I
2'hQSQ It
NEW CONSTR, MUCTI.OUTLET
NON.RESI D. BRANCH CIHCUITS)
2.50 ea
(POWER
(/POWER ArPARATUs e
OUTLE'r CIR.
Ex. Occup(OUTLETS OR FIXTURES
09
e0LN�30
FIXED APPLrIS. OR
Ex. Occup. OUTLETS InEsio.i EA.1
2.00
Temporary service
10.00
/D
Mobile Home Facilities
15.00
Misc. Wiring
15.00
Permit Fee
$
�/ g
Contractor
MECHANICAL PERMIT
FIIIng Fee
10.00
Healing
co
Ltr--
Cooling
Hood
3,00
r3
Ventilation
K7
Permit Fee
$
Contractor
Mobile Home Installation Fee
$
Energy Inspection Fee $ --
OCC CONSTTYPE
TOTAL FEE $ We r
HAZ CVA PAIIK SCHL FLO I PAR PD I HO ISSUE
This permit Is hereby Issued under the applicable provi-
sions of the Butte County Code and/or resolutions to do
work Indicated above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
Receipt No. 1/1 ) , S `7 40 By Date
WIUTE•o.F.W.. YELLa W-ASet33on, PRIx •In 9Pcc Ton. eolocllnoo•AnrucArlr PERMIT EXPIRES Dale__
3 MNiyk•L3�1l;��3 �r,'^-rat7:t`!rws"..-.�s��9fe�?'�F-whin`.•.,ky"^�;�','x•'.,�.��'"'�.�.:.r�;«ry.�yny;r;;fit�i�7;yr,�;.�y�••,y5�+'a�e�nxyr�•�r``t !!'�:,r}.�*�^..
BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM
(One Form oer Building)
A. P. Numberl�t� "- ( Building Department No. G
School District ",1 LPJJ 4 9_ City D County Jurisdiction
Property Owner h:1
Project Location/Address
U u
Subdivision Lot Number
Residential- Development:
ff • a a Sq. Footaqe
# of Living MHI Addition °.- (Group R
-� Units
Commercial/Industrial:,' Sq. Footage -�-,
'New Addition (Includin.g Exterior
_ Roofed Areas)
01
Buil ing Department,Representative Date
(Floor Plans reviewed by School District Personnel)
District*.I'd No.r
Applicant Name )
� r
(Street Address
School District cextaries that
Phone Number)
�0`�3;zl 1 -
---( City) - (-State),. ; (Zip Code,)
has complied with the requirements of(Resolution No. ��[
by the payment of $ 32� 7_!o representing 3 square feet.
S`ch of District"Representative : - Dat
PAID BY CHECK NO. REMARKS:
BANK NO
PAID BY CASH
white -applicant, yellow-buiAing department, pink -school district
SCHOOL.FEE (8/8,8)
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
�� 7 County Center Drive, Oroville, CA 95965 PHONE:. 916-538-7541
DATE 11-20-90
J. HILL ENGINEERING RE: BILL BOVEE RESIDENCE
3569-D CONNIE CIRCLE
PARADISE, CA 95969• A.P. #66-47437
With reference to the above subject:
Attached is:
Application for permit Mobilehome Utilities Installation Sheet
Building Plans Mobilehome Installation Information Sheet
Engr. Calcs Typical Plan Sheet
Owner -Builder Verification Form List of Codes Enforced
OTHER
We need the following information:
Permit application signed and completed where indicated with all copies returned.
Fees of $ payable to Butte County Treasurer.
Certificate of Workmen's Compensation Insurance or check exemption statement.
Contractor's License Law information or check exemption statement.
Complete plans in including plot plans.
Plot plans in
Structural details in
Complete plans and calcs in by registered engineer or architect.
Energy design including
Street and drainage improvement plan approval from Land Development Section
sets of plans in accordance with the changes marked in red.
Sanitation approval from Butte County Health Department at:
196 Memorial Way, Chico
7 County Center Dr., Oroville
Skyway & Elliott Rd., Paradise
(DPW).
Planning approval from Butte County Planning Department, 7 County Center Drive,
.Oroville, for
Completed Owner -Builder Verification form.
Recorded copy of deed showing
Recorded copy of agricultural acknowledgement statement.
XX OTHER SEE ATTACHED.
Should you have any questions concerning the above, please contact
of this office.
CC: BILL BOVEE
218 THOMAS DR.
LOS GATOS CA 95832
JOHN R. HENRY
Yours very truly,
William Cheff
Director o.f Public Works
ijJ.F. Glander
JFG/aj Chief Building Inspector j
7
\Provide stability calculations (and holddowns as required) for all
shear walls.
Provide complete shear transfer details on plans which transfer loads
from roof diaphragm to foundation.
Resolve lateral support (complete calc's and details) for shear walls
supported by post/beam construction at Line 14.
Clarify meaning of anchor bolts required (per calc's) at second floor
shear walls.
'KRevise beam B -S calculation to include girder truss, deck, floor wall,
and roof loads per plan.
FLT Engineering to review and approve girder truss load to cantilever
retaining wall.
P�� ��T
RESIDENTIAL PLAN CHECKING GUIDE
MISCELLANEOUS ITEMS TO LOOKOUT FOR (CONY D)
`4-- for plaster - weep screeds (Sec. 4706).
o r roof pitch for roof covering (Chapter 32).
oof covering type - (fire hazard).
Rafter ties or bearing ridge beam.
Garage door or porch header sizes.
quate bracing.
4__A'je
Living area over garage - complete 1 -hour separation required on garage side
including supporting walls and posts, etc.
�_� exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716).
q-2: Attic access and ventilation (Sec. 3205).
nderfloor access and ventilation (Sec. 2516).
ombustion air for fuel burning appliances.
oise requirements on duplexes.
obe soils - special foundation design.
Retaining walls requiring design.
. Unusual shape, size, or split level house requiring lateral design.
9Iashing at � 1 exterior openings.
D
5/89
A� \
40
xis .l�c�
J
or �ine uJ�'v
5/89
RESIDENTIAL PLAN CHECKING GUIDE
(S.F., DUPLEX &,MISC. ONLY)
Bldg. •Permit. # � - 7 — (J
OWNER `� A. F. # �p.49 - z{'Z
GENERAL
/ oning requirements: (sideyards
�Z!.A aalluation.
Plans signed by designer.
4. Energy Design and Compliance.
Existing violations on property.
6`: Items on data sheet.
PLOT PLAN
and number of permitted living units).
3�-f�. /Complete parcel size and dimensions.
t� Setbacks, sideyards, easements, etc.
EOther buildings or structures.
. Grading, fills, drainage.
.:nood hazard.
Special conditions on. creation map or compliance document.
FAU & FAS road setback.
PT.nnp PT.AN
Complete to scale plan with dimensions.
Required windows for light and ventilation (Sec. 1205).
Required windows for second exit (Sec. 1204).
Skylights (Chapter 34 & Sec. 5207).
Ifuman impact glass (Sec. 5406).
Required room sizes, ceiling heights (Sec. 1207).
GFCIs in baths, garage, and exterior outlets (Article 210-8).
Light fixtures, switches, receptacles, and exterior receptacles for maintenance
roc
mechanical equipment.
ations of water heater, heating and cooling equipment, other electrical or
gas equipment, and plumbing fixtures.
gage firewall, door size, and closer (Sec. 503(d)(3)).
L— 3'0" exterior exit door (Sec. 3304(e)).
Fireplace and wood stove location, alcoves, and clearance.
Smoke detectors (Sec. 1210).
STRUCTURAL DETAILS
4! oundation plan complete enough to construct building.
rig: Floor construction details complete enough to construct building.
-�r� Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Fireplace construction details -and calcs if necessary.
ITEMS TO LOOK OUT FOR
airway details: landings, rise and run, head clearance, handrails (Sec. 3306).
Guardrail details (Sec. 1711 & 3306(j)).
---I�rick or stone veneer (Chapter 30).
,y � o o �76
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v
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aDA04 j4;uofjjoj--j
WV LOW 06/Z 18
OV99# aloaroi,j
Ketufn Lo DPW ACRfMILTURAL STrt,ri+rAr Of ACKNOWLF-1)604
FOR RESIDENTIAL' DEVELOPMENT 90-4428.6
Section 26-8.1. of the Butte County Code
requires this acknowledgement be recorded
- -
prior to issuance of a building permit.
-
90-044286
Rec Fee 5.00_
'File property described herein' is adjacent
OVE 2.50-,
to land or included within an area zoned.
Recorded
1 Check 7:50
Cor agricultural purposes, and residents
Official Records
1
of this property may be subject to ancon-
County.of
veni.ences 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
8:02am 15 -Oct -90
SM .1
of agricultural operations including,
-
but not limited to cultivation, plowing,
spraying, pruning, and harvesting which
occasionally generate dust, smolce, noise, and
odor. Butte County
has established agricul-
tural zones which have as a priority use for productive agricultural purposes, and residents
inconvenience
wiL11:L11 said zones and on adjacent property should be prepared to
accept such
or disconfoll from normal, necessary farm operations.
All that 'real property situate in the County
of Butte, State of
California, described as
follows:
.
Parcel 2, as shown on that certain Map which was filed in the Office
of the Recorder of'the County of Butte, State of.Califorriia,.on
February 13, 1985 in Book 98 of Parcel Maps.*at Page 74.
EXCEPTING THEREFROM all minerals and mineral rights.
The surface rights for a depth of 50 feet covering a portion of -
the above described property was Quitclaimed to William S. Horvath,
etux, by instrument dated January 24, 1961 and re&brded "
January 31, 1961 in Book 1097 of Official Records, at page 261,
records of Butte County, California
Date: l� �^ d7 C,)
State of C, )
)n
County of� )
PROPERTY OWNERS:
On this the 8W day of Cl7a e2 19 ?_, before me,
SS. the undersigned Notary Public, personally appeared
'Oe, R -r) Vee 9t- �` o� e.c)G� �0 U e
Personally known to me. [:] Proved to me on
of satisfactory
I,,. the person(s) whose name(s)
ibscribed to the within instrument and acknowledged that _
iecuted the same for the purposes therein contained. IN Wl�'1'NI?S1;
IEREOF, I hereunto set my hand and official seal.
the basis
evidence.
Present A.P. No. z17- 0 -03 7 Notary Public .
END OF DOCUMENT
E
JULY 13. 1992
Butte. County Building Dept.
7 County Drive.
Qroville,� CA. 95965
To whom it may concern:
This letter is to notify ,you that I am to be no longer listed as
contractor' for the fallowing project.
Billy Bovee .
AP'* 66-47-2---1-3-7
The permits for'the construction of Mr. Bovee's new home were applied
for on 10/4/90, with the understanding I was to contract the project. Due
to Mr. Bovee's schedule he has only recently finalized the permit process,
and.has chosen another contractor due to my current -work load: Please
r make note of this in your records. Thank you.
Vern D: Hal l Lic. -* B 416508
7166 Beverly Lane
Paradise, CA. 95969
(916) 877-4215
?i'aua' ?;tiv;t
hl r3. .'•ig
7/1
COUNTY OR BUTTE
BUILDING DEPT
J U L 13 1992
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroviller California 95965 - Telephone: 916,'538.7541
• APPLICATION AND PERMIT
PERMIT
ASSESSOR PARCEL NUMBER
066-47-0-037
ZONING
!M40
BUILDING PERMIT
OWNER nT •-
BILLY BOVEE '(408)
TELEPHONE
377-7413
SO. FT. OCC. B ft"g
ATI
1
�.
A- DEPT
OWNER'S MAILING ADDRESS
PO BOX 2063 PARADISE 95967
sEtD
CONTRACTOR'S NAME
BUILT 1,1RIGET C0I4ST
TELEPHONE
V U,
CONTRACTOR'S MAILING ADDRESS
1831 APPLE VIEW WAY PARADISE 95969
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
-NONELENDER'S MAILING ADDRESS
Filing Fee
$ 15.00
Permit Fee @ - FEE
$ 250.75
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
Penalty
$
BUILDING 13736 ADDRESS
SKYWAY MAGALIA
Permit fee
$ 265.25
PLUMBING PERMIT
Filing Fee 15.00
Each Trap
5.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping
7.00
Each qas water heater or vent
7.00
USE OF STRUCTURE
SF JX Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
15.00
Mobile Home S G W
@ 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other
Describe work: IST RENr.WAT, 0h BPTM3477-90
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 15.00
Main service 600V OR LESS
200A OR LESS
18.50
CONTRACTORS LICENSE LAW
I declare under pn ty of perjury (check one l:
O'l am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professio s Code and my license is in full force and effect.
-'� �q
License .Jo. __ % 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
f this reason
Main service 200A TO 1000A1
37.50
NEW CONST. ( DWELLING OCCUP.&\
OR ADDNS. ACC. BLDGS. I
3.66 sq.t[.
NEWCONSTR.MULTI-OUTLET
NON-RESI BRANCH CIRC ITS
@ 5.00
POWER APPARATUS
(SINGLE OUTLET CIR. )
Ex. Occup(OUTLETS OR FIXTURES
20X764
FIXED APPLS. OR
Ex. OccupN. OUTLETS (RESID.) EA.)
1 3.00
Temporary service
15.00
Mobile Home Facilities
15.00
Misc. Wiring
9
15.00
Permit Fee
$
-
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjurylche`oi
�❑- The permit is for $100.00 (valuation) or less.
L� 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.
❑ 1 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
FiIingFee 15.00
Heating
Cooling
g
Hood
6.50
Ventilation
permit Fee
$
LContractor
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
Inst said County ' consequence of the granting of this pem//it.
Vi- tate - 7
�ignature o licant - ner Contractor � Agent
An OSHA permit is require or excavations over 5'0 eep an demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee S
Energy Inspection Fee $
DCC
CONST TYPE
TOTAL FEES 265.25
HAz
I DFEES I
IMP
I FLOOD
I COF
PARCEL
I PD
HD
ISSUE
This permit is hereby issued under the
sions of the Butte County Code and/or
work indicat abo which fees
E F PUBLIC
By
1pEFQMEXNRE6 Date 9-16-93
applicable provi-
resolutions to do❑
have been paid.
WORKS
Date
/r� [ /
Receipt No. %'7�
WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT
i�
'
�^ '
STRUCTURAL
CALCULATIONS
'
FOR
�_�,�
5-5
CANTILEVER RETAINING WALL
/
VERN HALL - GENERAL CONTRACTOR
7166 BEVERLY LANE
PARADISE, CA 95969
CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC
SIGNED _ _ DATE _
FRANK L. TYUKOS, RCE 32434 '
F L T ENGINEER
3r,
~
SUBJECT: CONC. CANTILEVER RETAINING WALL
BY: FLT DATE: 10/90 JOB NO.: 0847-1
PROJECT: VERN HALL — GENERAL CONTRACTOR
7166 BEVERLY LANE, PARADISE, CA 95969
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
SHEET 1 OF 4
DESIGN—CRITERIA�
STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVERED
RETAINING WALL FOUNDATIONS.
CODE 1988 UBC
SUPERIMPOSED LOADS:
MIN. DL = .010 x (3+8) = .11 k/l
MAX. LL = .030 x 17 + .010 x (17-3) + .050 x 7 = 1.0 k/l
LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL — ROOF SNOW + ADD'L ROOF DL + FLOOR DL+LL
CALCIS PROVIDED FOR: 81-6" 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,
.
ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF
I
PROJECT : VERN HALL - GEN. CONTRACTOR
JOB NO. : 0847-1
DATE : 10/1990
CALCIS BY : FLT
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
__________________________________
WALL DESIGN:
-------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
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):
LEVEL
30
0
40
2000
.11
1
8.5
8
8
8
1.46
.0.96
2.56
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET 0 OF f
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
-------------------------------------------------
o.307 5.69 #5 @ 12.1
'
MIN. VERTICAL REINF. - .15 %4IN^2): . 0.144
MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240~
'
DESIGN REINF. - VERTICAL #5 @ 12
- HORIZONTAL: #5 @ 15
COMBINED STRESSES @ WALL: V
HEIGHT FROM TOP OF THE WALL - H2 (FEET):
HEIGHT FROM TOPOFTHE SOIL - Hr2 (FEET):
THICKNESS OF WALL - BOTTOM2 (INCHES):
TOTAL EARTH PRESSURE - Fw2 (KIP):
MOMENT @ Hw2 - Mw2 (FT -KIP):
AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN)
------------------------------------------------
0.100 5.69 #5 @ 37.3
DESIGN REINF. - VERTICAL: #5 @ 24
0.55 < 1.0
6
5.5
8.00
0.45
0.83
i
PROJECT : VERN HALL - GEN. CONTRACTOR
JOB NO, : 0847-1
DATE : 10/1990
CALCIS BY : FLT
FOOTING DESIGN:
---------------
DENSITY OF SOIL (PCF):
DENSITY OF CONCERTE (PCF):
OVERTURNING RATIO - MIN:
- MAX:
ALLOW. SOIL BEARING PRESSURE (PSF):
ALLOW. LATERAL BEATING PRESSURE (PSF):
FRICTION i :OEFF I C I ENT - Fc:
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(91 E) 872-0254
SHEET 3 OF `f
loo
150
1.5
2.5
1500
200
0.35
DESIGN FOOTING DEPTH (INCHES): 12
DESIGN FOOTING WIDTH - HEEL (INCHES): 1
- TOE (INCHES):8
FOOTING KEY - DEPTH & WIDTH ( INCHES): 22
- BACK TO BACK OF WALL (INCHES): C)
TOTAL WIDTH OF FOOTING (INCHES): 48
OVERTURNING FORCE - F� � (KIP) :
OVERTURNING MOMENT - Mo (FT -KIP) :
TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT -KIP):
OVERTURNING RATIO - SF
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - A f (FT"2) .
SECTION MODULUS - S (FT"3):
SOIL PRESSURES - DL ONLY -SPt (PSF):
SPh (PSF):
SOIL PRESSURES ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTANCE - Fr (KIP):
FOOTING - TOE:
EARTH PRESSURE C TOE - Fv (KIP):
MAX. MOMENT C TOE - Mt (FT -KIP):
AREA REINF. (IN`''• f
------------------------------------------------
'd'(IN) SIZE
&
SPA (IN)
o.215
8.613 #5
C
i7.3
DESIGN TOE AEINF.:
#5
C'
12
1.2
3.65
2.86
8.11
2.23
4.47
0.44
1.26
4.00
2.67
1188. 104
1500
243.98 .>
0
1188.10 <
1500
743.98 ,>
0
1.81 > 1.22
2.13
2.73
• �/ /�/90 Su9JECT..C•4NT/GEI�E.�'_CO�t/C.0 SHEET
Y. GATE_
CHKD. 8Y........... DATE ............... TA/�/it/G K�i4LL•___F�ie ' J08 N0.---O�47-/
YE,eN //,QLL GeV. 001/TieAEMR P'4RAD/.5'dr CA.
A 0,e,/TEr,01A .
J � .
(all
EX/S7"y' ;W,4oE
f/ORiz:� TYP .�
Ya�T,, TYP.. _
,=i�v/sH j eAod,
3, /F Dowc�S .¢SPE
Co�lT:
;Q
01,-flrreo
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p
.SHALL BLS PLifCEO
/2
fiP� ro �i(YG/Gh�T
/it/ 2 C!/, FT. PE2 LN,
i=r- 01=::0R'41W,P0c"C -
DPT/O//�4 L GOCifT/Oit/S.
I I.- 29 3 - "IL CONT. f
2
/2 x 22 C0A,'r- ,eel .
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No.3 rn
cr-
6•
JI CIV
qlF OF CA��F��
5700 CLARK RD., PARADISE, CA. 95969 (916) 872-0254
�
�
�
STRUCTURAL
CALCULATIONS
FOR
TYPICAL RESIDENTIAL FOUNDATIONS
VERN HALL — GENERAL CONTRACTOR
7166 BEVERLY LANE
PARADISE, CA 95969
[/ /
CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC
u�c .
SIGNED ' ' ' ' DATE
_____--�____________
FRANK L. TYUKOS, RCE 32434
F L T ENGINEERING
579
r*�* *— �
(91 0'.8��
c�]`\_`. '
FLT ENGINEERING
SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS 5790 CLARK ROAD
_ PARADISE, CA
BY: FLT DATE: 10/90 JOB NO.: 0847
PROJECT: VERW HALL— GENERAL CONTRACTOR SHEET 1 OF 8
7166 BEVERLY LANE, PARADISE, CA 95969
'
DESI6N_CRITERIA� '
STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL
FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND
AT THE BOTTOM BY A CONTINUOUS FOOTING.
CODE 1988 UBC
SUPERIMPOSED LOADS:
MIN. DL = .010 x (3+8) = .11 k/l
MAX. LL = .030 x 17 +.010.x (17-3) +.050 x 8.5 +.010 x 8 = 1.15 k/l
LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL — ROOF (SNOW) + ADD'L ROOF DL + FLOOR DL+LL.+ ADD'L WALL DL
-
SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL —
2.0/6^2 = .056 KSF -- 1' SURCH.
-
CALCIS PROVIDED FOR: A. 41-6" HIGH WALL
— SHEETS 2.& 3
B. 61-0" HIGH WALL — SHEETS 4 & 5
C. 71—i" HIGH WALL — SHEETS 6&;7
CONSTRUCTION DETAIL — SHEET 8
MATERIALS:
CONCRETE — ULTIMATE COMPRESS.' STRENGTH — f'c = 2000 PSI @ 28 DAYS,
REINFORCING — ASTM A615, GRADE 40,
'
WELDED WIRE MESH — ASTM A185 6x6 — W1 4 x W1 4 (10/10)
' . . '
ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF,
ALLOWABLE LATERAL BR8. PRESSURE — 200 PSF
. ~
~ PROJECT : VERN HALL - GEN. CONTRACTOR
JOB NO. : 0847
DATE : 10/1990
CALCIS BY : FLT
SUBJECT: CONCRETE RETAINING - BEARING WALL
_________________________________
WALL DESIGN:
-------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET): 2000# 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 @ TOP OF WALL - Rt (KIP):
REACTION @ BOTTOM OF WALL - Rb (KIP):
HEIGHT OF 10' SHEAR - Ho (FEET):
MOMENT - Mw (FT -KIP):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET �� OF IP
'
LEVEL
30
1
40
2000
0.11
1.15
�
4.5
5.17 �
6
1.46
0.40
0.15
0.25
2.53
0.22
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
-----------------------------------------------------
0.041 3.75 #4 @ 58.7
MIN. VERTICAL REINF. - .15 % (IN^2): � 0.108
MIN. HORIZONTAL REINF. _ .25 % (IN^2): 0.180
DESIGN REINF. - VERTICAL:
- HORIZONTAL
COMBINED STRESSES @ WALL U
^�
`
0.14 < I.0 ''
^ '
- PROJECT : VERN HALL - GEN. CONTRACTOR
JOB NO. : 0847
DATE : 10/1990
CALC'S BY : FLT
FOOTING DESIGN:
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - A:
0.35
BEARING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING - WIDTH (INCHES):
14.41
- DEPTH (INCHES):
6.00
DESIGN FOOTING - WIDTH
- DEPT
TOTAL GRAVITY LOAD - Pv (KIP): ~
1.90v
INCREASE OF ALLOW. SOIL PRESSURE (%):
0.0
ACTUAL SOIL PRESSURE - Q (PSF):
1521 < 1500
SLIDING RESISTANCE - Fr (KIP):
SLAB REINFORCEMENT:
___________________
REINF @ TOP OF WALL (BAR #):
MAX. HORIZONTAL SPAN OF WALL (FEET):
DESIGN HORIZONTAL SPAN (FEET):
SLAB THICKNESS (INCHES):
SLAB WIDTH REQUIRED -(FEET):
DESIGN AREA OF SLAB REINF. (IN^2/LF):
ALLOW. TENSILE STRESS OF REINF. (KSI):
LENGTH OF DOWELS (INCHES): '
0.38 > 6.25
4
7.88
4
4
8.77
0.029
24
10.59
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET -7 OF V40
PROJECT : VERN HALL - GEN. CONTRACTOR
JOB NO. : 0847
DATE : 10/1990
CALC'S BY : FLT
SUBJECT: CONCRETE RETAINING - BEARING WALL
_________________________________
WALL DESIGN:
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET): 2000# 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 @ TOP OF WALL - Rt (KIP):
REACTION @ BOTTOM OF WALL - Rb (KIP):
HEIGHT OF 10' SHEAR - Ho (FEET):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE &SPA
---------------------
(IN)
--------------------------
-------------------------0.092 3.75 �#4 @
0. 092
26.2 -
MIN. VERTICAL REINF. - .15 % (IN -2):
MIN. HORIZONTAL REINF. - .25 % (IN^2):
DESIGN REINF. - VERTICAL: #4 @
24
- HORIZONTAL: #4 @
13�
LEVEL
30
1
40
2000
0.11
1.15
6
6.67
6
1.46
0.67
0.25
0.42
3.39
0.50
'
0.108
0.180
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET f OF 14P
COMBINED STRESSES @ WALL 1 0.27 < 1.0
I
PROJECT c VERN HALL — GEN. CONTRACTOR
JOB NO. c i X847
DATE . 10/1990
CALCIS BY e FLT
FOOTING DESIGN:
-----------------
DENSITY OF SOIL (PCF)t.
DENSITY OF i_ ONS= ERTE (PCF):
ALLOW. SOIL BEAT:INim PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF)
FRICTION COEFFICIENT — Fc:
BEARING PRESSURE REDUCTION ( PSF )
NET. ALLOW. BEAD:INim PRESSURE (PSF)
PRELIM. FOOTING — WIDTH (INCHES):
— DEPTH (INi=HES)a
DESIGN FOOTING — WIDTH (INCHES):
DEPTH (INCHES):
TOTAL GRAVITY LOAD — Pv (KIP)a
INi=REASE OF ALLOW. SOIL PRESSURE t:f)
ACTUAL SOIL PRESSURE — Q (PSF)
SLIDINim RESISTANCE — Fr (KIP)
SLAB. REINFORCEMENT:
---------------------
REINF @ TOP OF WALL (BAR #)
MAX. HORIZONTAL SPAN OF WALL (FEET):
DESIGN HORIZONTAL SPAN (FEET):
SLAB THIiKNESS (INCHES)
SLAB WIDTH REQUIRED (FEET):
DESIGN AREA OF SLAB REINF. (IN`' 2/LF) e
ALLOW. TENSILE STRESS OF REINF. (KSI)
LENGTH OF DOWELS (INCHES):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE., CA
(91 Fes) 872-0254
SHEET T_ OF e
100
150
150c i
00
0.35
0
1500
15.61
6.0(--)
18. oo ! /r
14. (d(--) D1= e- /f ,d c-l-rlr
2.31
3.3
1537 < 1551
0. E8 > 0. 4
4
E.1
4
4
14.13
0. 029
24
�.
FLT ENGINEERING
PROJECT : VERN HALL_ - GEN. CONTRACTOR
5790 CLARK WOAD
JOB NO. : � 1847
PARADISE, CA
DATE . 10/1990
(916) 872-i 254
CALCIS BY : FLT
SHEET OF
SUBJECT: CONCRETE RETAINING - BEARING WALL .
WALL DESIGN:
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
3o
SURCHARGE (FEET): 2000# WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI) :
=10
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) :
2000
GRAVITY LOAD - DEAD LOAD (KIP)
0.11
- LIVE LOAD (KIP)
1.15
OVERALL HEIGHT OF THE WALL - Hw (FEET):
7. 5
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
8.17
THICKNESS OF WALL - T (INCHES):
E
COEFFICIENT - a :
1.46
TOTAL EARTH PRESSURE - Fhr (KIP) :
1.00
REACTION @ TOP OF WALL - Rt (KIP):
0.36
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.64
HEIGHT OF 101 SHEAR - Ho (FEET):
4. 25
MOMENT - Mw (FT -KIP) :
0.95
AREA REINF. (IN'' 2) 9 d' (IN) SIZE &
SPA (IN)
0.173 3.75 #4 @
MIN. VERTICAL REINF. - .15 % (IN"' ):
0.108
MIN. HORIZONTAL' REINF. - .25 % (IN"2) :
0;180
DESIGN REINF. - VERTICAL: #4 C
13
- HORIZONTAL: #4 @
13
COMBINED STRESSES @ WALL
0.48
1 . i �
PROJECT : VERN HALL — GEN. CONTRACTOR
JOB NO. : 0847
DATE : 10/1990
CALCIS BY : FLT
FOOTING DESIGN:-
----------------
DENSITY
ESIGN:-_______________
DENSITY OF SOIL (PCF):
DENSITY OF CONCERTE (PCF):
ALLOW. SOIL BEARING PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF):
FRICTION COEFFICIENT — Fc:
BEARING PRESSURE REDUCTION (PSF):
NET. ALLOW. BEARING PRESSURE (PSF):
PRELIM. FOOTING — WIDTH (INCHES):
— DEPTH (INCHES):
DESIGN FOOTING — WIDTH (INCHES):
— DEPTH (INCHES):
TOTAL GRAVITY LOAD — Pv (KIP):
INCREASE OF ALLOW. SOIL PRESSURE (%):
ACTUAL SOIL PRESSURE — Q (PSF):
SLIDING RESISTANCE — Fr (KIP):
SLAB REINFORCEMENT:
REINF @ TOP OF WALL (BAR #):
MAX. HORIZONTAL SPAN OF WALL (FEET):
DESIGN HORIZONTAL SPAN (FEET):
SLAB THICKNESS (INCHES):
SLAB WIDTH REQUIRED (FEET):
DESIGN AREA OF SLAB REINF. (IN^2/LF):
ALLOW. TENSILE STRESS OF REINF. (KSI):
LENGTH OF DOWELS (INCHES):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET `
'� OF �J-1�
100
150
1500
200
0.35
0
1500
16.81
10.19
20.00
18.00 Ar /Z 207 de -
2.67
10.0
1604 < 1650
0.98 > 0.64
4
5.12
4
4
20,77
0.029
24
25.07
SHEET Np.....8_. Of . B,_-_
JOe NO... D8�7
- 1 -
N A -r;;
m
..l�'..-`._S/0Ei4/T/ G.
_ O.
BY
DATE ...........
Q V
to
0l�Nb�(Tl0JV5
Y6 ,P�c/ j%4 I- Z: – GEN. C0A17;e,4 C7 0X
I
Ci
ti
ox
XIM. ATG. D6rPT11 � .�1460vk
4C
-
�a -JO
0
-
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"'r Q
SHEET Np.....8_. Of . B,_-_
JOe NO... D8�7
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Fly -- IEMOHEENOM
5790 CLARK. RD., PARADISE.. CA. 95969 (916) 872-0254
Q V
to
�
I
Fly -- IEMOHEENOM
5790 CLARK. RD., PARADISE.. CA. 95969 (916) 872-0254
AIR DELIVERY (cfm)
FURNACE
1/5
,EXTERNAL STATIC PRESSURE (in. wc).
SIZE'
SPEED
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
3.4
High
1100
1050
.1000
950
895
840
760
650
040 -EC
Med-High
860
820
790
760
710
655
580
480
10 x 6
Med-Low
720
685
650
615
560
505
440
360
(2)
Low
615
585
555
510
460
400
340
250
7 75.4 -_750.
High
-
1400
1355
1300
1215
1130
1050
960
040 -GC
Med-High
-
1295
1255
1190
1115
1045
975
890
Med-Low
1170
1150
1115
1060
1005
950
880
800
Low
1020
1010
980
945
985
850
785
715
High
-
-
1010
975
930
885
825
745
055 -EC
Med-High
-
815
800
765
725
685
620
550
Med-Low
-
660
645
620
590
545
480
415
Low
590
570
545
510
470
405
360
295
High
-
1490
1425
1365
1300
1240
1175
1100
055 -GC
Med-High
-
1345
1300
1255
1200
1140
1075
1000
Med-Low
1200
1180
1140
1100
1060
1015
960
895
Low
1020
1000
985
950
915
880
835
780
High
-
1575
1515
1455
1395
1325
1230
1120
075 -GC
Med-High
-
1380
1340
1285
1230
1165
1095
1005
Med-Low
1165
1145
1130
1090
1055
1005
940
870
Low
965
955
940
910
885
840
785
705
High
1855
1765
1710
1665
1580
1570
1410
1310
075 -JC
Med-High
1595
1570
1530
1485
1410
1355
1280
1200
Med-Low
1355
1345
1305
1270
1220
.1170
1110
1025
Low
1170
1170
1140
1110.
1075
1025
965
890
High
1930
1850
1770
1685
1595
1505
1405
1305
095 -JC
Med-High
1685
1630
1580
1525
1445
1370
1285
1195
Med-Low
1425
1400
1370
1325
1280
1225
1155
1070
Low
1250
1240
1210
1170
1150
1095
1035
950
High
2235
2185
2110
2030
1950
1835
1700
1540
095 -LC
Med-High
1995
1970
1915
1845
1765
1680
1545
1415
Med-Low
1735
1735
1675
1025
1565
1480
1370
1265
Low
1510
1500
1485
1455
1400
1320
1230
1130
High
-
2250
2190
2130
2055
1960
1875
1760
110 -LC
Med-High
-
2000
1960
1910
1850
1785
1710
1
1615
Med-Low
1700
1690
1670
1650
1610
1560
1490
1435
Low
1480
1480
1480
1460
1430
1380
1320
.1255
-Indicates unstable operating conditions.
,e
Performance data
FURNACE MODEL 58DHC 040 -EC 040 -GC 055 -EC 055 -GC 1075 -GC 075 -JC 1095 -JC 095 -LC I 110 -LC
DIRECT -DRIVE MOTOR
Hp (PSC)
1/5
1/3
1 1/5
1 1/3 1
1/3
1 1/2
1 1/2
3/4 1
3/4
MOTOR FULL LOAD AMPS
3.4
5.8
3.4
5.8
5.8
7.9
7.9
11.1
11.1
RPM (Nominal) -SPEEDS
1075-4
1075-4
1075-4
1075-4
1075-4
1075-4
1075-4
1075-4
1075-4
BLOWER WHEEL DIAMETER x WIDTH (In.)
10 x 6
10 x 6
10 x 6
10 x 6
10 x 7
10 x 8
10 x 8
11 x 10
11 x 10
FILTER SIZE (in.) -(WASHABLE)
80.9
Nonweatherized (ICS)t
(2)
14 x 20 x 1
80.1
79.1
80.1
(2) 16 x 20 x 1
PSC -Permanent Split Capacitor
(�
ENERGY EFFICIENCY
040 055
075
095
110
FURNACE MODEL 58DHC
EC GC EC GC
GC
JC
JC
LC
LC
CAPACITY BTUH' Indoor
37,000 37,000 56,000 56,000
74,000
75,000
93,000
94,000
113,000
Nonweatherized (ICS)t
37,000 37,000 55,000 56,000
74,000
74,000
92,000
93,000
111,000
• AFUE %' Indoor
80.1 80.9 80.1 80.9
80.1
80.9
80.1
80.9
80.9
Nonweatherized (ICS)t
79.1 80.1 79.1 80.1
79.1
80.1
79.1
80.1
80.1
CALIFORNIA SEASONAL EFFICIENCIES (CSE) 1
74.1 1 72.9 75.2 1 75.0
1 75.3 i
75.5
7 75.4 -_750.
75.1
'Capacity and AFUE in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified
procedures.
tICS-Isolated Combustion System
5
Electrical data
FURNACE MODEL 58DHC
040 -EC
040 -GC
055 -EC
055 -GC
075 -GC
075-JC1095-JC
095 -LC
110 -LC
UNIT VOLTS—HERTZ—PHASE
115-60-1
MINIMUM WIRE SIZE
14
14
14.
14
14
14
14
12
12
MAXIMUM WIRE LENGTH' (Ft.)
53
44
53
43
40
35
36
44
40
MAXIMUM UNIT AMPS
6.6
8.1
6.7
8.4
9.2
10.2
10.0
13.1
14.3
OPERATING VOLTAGE RANGEt (Min—Max)
104-127
MAXIMUM FUSE SIZE OR HACR-TYPE CKT BRI(t (Amps)
15
15
1 15
1 15
1 15
15
1 15
20
20
TRANSFORMER (24v)
40 VA
EXTERNAL CONTROL POWER AVAILABLE— Heating
Cooling
12 VA
35 VA
AIR CONDITIONING BLOWER RELAY
Standard
*Length shown is as measured one way along wire path between unit and service panel for maximum 2% voltage drop
tPermissible limits of the voltage range at which the unit will operate satisfactorily.
$Time -delay fuse is recommended.
Typical wiring schematic
---- FIELD 24 -VOLT WIRING
-- FIELD 115-,2061230-,4604VOLT WIRING
w R G y THERMOSTAT FACTORY 24 -VOLT WIRING
TERMINALS FIELD -SUPPLIED
FOUR I I FUSED DISCONNECT
WIRE
TWO -WIRE —
O�y No.
G f^, I I rn-ft
— � ■ r . 206230. OR
T
VI II r THREE T
_ THREE
PHASE
BI,K �,J'T-T� BIX W J —� --R---
--—SGND17 GND — J I — 208/114
115 -VOLT FURNACE
FIELDSUPPLIED AUXILLIARY I PHASE
FUSED DISCONNECT J -BOX ------- I i N = GND
NOTE CONNECT Y.TERMINAL AS _J CONDENSING
SHOWN FOR PROPER TWO UNIT NOTE: IF ANY OFTHE ORIGINAL WIRE,
OPERATION FURNACE WIRE AS SUPPLIED, MUST BE REPLACED, USE
24 -VOLT SAME TYPE OR EOUI VALENT WIRE.
TERMINAL BLOCK
A78461
A�RF� w ' �-�' 0000 A�RFLpW
Duct Flanges A82172 Filter Retainers A82173
(Accessory) (Field Supplied)
31
•
•
Performance data cont'd
OUTDOOR
INDOOR
INDOOR AIR
TOT
SEER
SEER
MODEL
SECTION
CFM
CAP
WI TDR
W/O TDR
BELS
40LT036
1150
34,800
10.00
9.70
28HQ/VQ042
1150
35,800
10.30
10.00
28RC/RU042
1150
35,400
10.20
9.90
28RC/RU142
1150
35,200
10.20
9.90
28RC/RU242
1150
36,200
10.40
10.10
28RD/RN042
1150
35,600
10.30
10.00
38TK03630
28RD/RN142
1150
35,400
10.30
10.00
7.8
28RD/RN242
1150
36,200
10.40
10:10
28RD/RN043
1150
36,400
10.50
10.20
28RD/RN143
1150
36,400
10.50
10.20
28RH042
1150
35,600
10.30
10.00
28SL042
1150
35,600
10.30
10.00
40QB/QH042
1150
36,000
10.30
10.00
40QB/QH043
1150
36,400
10.40
10.10
28HQ/VQ042
1500
39,000
10.00
9.70
28RC/RU042
1575
39,000
9.60
9.30
28RC/RU142
1575
39,000
9.60
9.30
28RC/RU242
1400
40,500
10.00
9.60
28RD/RN042
1575
39,000
10.00
9.60
28RD/RN142
1575
38,500
10.00
9.60
28RD/RN242
1400
40,000
10.30
10.00
'28RD/RN043
1575
41,500
10.50
10.00
28RD/RN143
1575
41,500
10.50
10.00
28RH042
1575
39,000
10.00
9.70
28SL042
1575
39,000
9.90
9.60
40QB/QH042
1575
40,000
10.00
.9.70
38TK04230
40QB/QH043
1575
41,000
10.20
10.00
7.8
28HQ/VQ048
1500
39,000
10.00
9.70
28RC048
1575
40,000
10.00
9.80
28RC/RU148
1575
40,000
10.00
9.80
28RC248
1575
41,000
10.20
10.00
28RD048
1575
40,000
10.20
9.90
28RD/RN148
1575
40,000
10.20
9.90
28RD248
1575
41,000
10.20
10.00
28RD049
1575
42,000
10.50
10.10
28RH048
1575
40,000
10.20
9.90
28RM048
1575
40,000
10.10
9.80
28SL049
1575
41,000
10.20
10.00
40LT048
1575
40,000
10.00
9.80
40QB/QH048
1575
40,500
10.00
9.70
40QB/QH049
1575
41,000
10.30
10.00
28HQ/VQ048
1500
45,500
9.80
9.50
28RC048
1700
47,500
9.70
9.50
28RC/RU148
1700
47,500
9.70
9.50
28RC248
1600
48,000
10.00
9.50
28RD048
1700
47,000
10.00
9.60
28RD/RN148
1700
46,500
10.00
9.60
28RD248
1600
48,000
10.10
9.90
'28RD049
1700
48,000
10.50
10.00
28RH048
1700
47,000
10.00
9.60
28RM048
1600
47,000
9.90
9.60
28SL049
1700
48,000
10.10
9.90
40LT048
1700
46,500
9.80
9.60
38TK04830
40QB/QH048
1700
47,000
9.80
9.50
8.0
40QB/QH049
1700
48,000
10.10
9.80
28HQ/VQO60
1600
48,000
10.20
9.90
28RC/RU057
1700
48,000
10.00.
9.60
38RC/RU060
1700
48,000
10.20
9.90
28RD/RN057
1700
48,000
10.30
10.00
28RD/RN060
1700
48,500
10.40
10.10
28RD/RN061
1700
48,500
10.50
10.10
28RH060
1700
48,000
10.30
10.00
28SL061
1700
48,500
10.50
10.30
40LT060
1700
47,500
10.10
9.70
40QB/QH060
1700
47,500
9.60
9.40
40QB/QH062
1700
48,000
9.80
9.50
40QB/QH063
1700
48,500
10.00
9.60
28HQ/VQO60
1600
55,000
10.00
9.70
28RC/RU060
2000
57,000
9.50
9.30
28RD/RN057
1850
56,000
10.00_
9.70
" "28RD/RNO60`
"2000 -"'
" ` 58;500"`"'
r _.
-.10.30r �!
10.00
`
"28RD/RN061"
` 2000 �'
" ` 59,000
_ 10.30
10.00
38TK06030
28RH060
2000
56,000
10.00
9.70
7.8
28SL061
2000
59,000
10.30
10.00
40LT060
2000
56,000
9.80
9.60
40QB/QHO60
2000
56,500
9.50
9.10
40QB/QH062
2000
57,000
9.60
9.30
40QBIQH063
2000
58,000
10.00
9.60
`Tested Combination
NOTES: 1. Ratings are net values reflecting the effects of circulating fan heat. Supplemental electric heat is not included.
2. Tested outdoor/indoor combinations have been tested in accordance w/DOE test procedures for central air conditioners.
Ratings for other combinations are determined under DOE computer simulation procedures.
3. Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil lit-
erature.
•
•
•
is
Electrical data
ti
OUTDOOR
UNIT 38TK
V/PH
OPER VOLTS*
COMPR
FAN
MCA
MIN.
WIRE
SIZE
MAX.
LENGTH
(Ft#
MAX. FUSEt OR
. HACR TYPE
CKT BKR AMPS
MAX.
MIN.
LRA
RLA
FLA
018.300
28RC/RU018
600
18,100
52.0
8.8
0.9
11.9
14
75
20
024.300
10.00
61.0
11.2
0.9
14.9
14
60
25
030.300
208/230/1
253
187
65.0
13.6
0.9
17.9
12
75
30
036.300
40DQ018
82.0
16.9
1.4
22.5
10
100
35
042.300
18,200
10.50
10.10
93.0
19.1
1.4
25.3
10
90
40
048.300
38TK01830
28RC/RU024
600
127.0
22.3
1.4
29.3
10
75
50
060.300
10.70
10.50
135.0
28.1
1.4
36.5
8
90
60
FLA -Full Load Amps
HACR-Heating, Air Conditioning, Refrigeration
LRA -Locked Rotor Amps
MCA -Minimum Circuit Amps
RLA -Rated Load Amps
Performance data
'Permissible limits of the voltage range at which unit will operate
satisfactorily.
tTime-delay fuse.
*Length shown is as measured one way along wire path between
unit and service panel for minimum 2% voltage drop.
NOTE: Control circuit is 24 v on all units and requires external
power source.
OUTDOOR
INDOOR
INDOOR AIR
TOT
SEER
SEER
MODEL
SECTION
CFM
CAP
W/ TDR
W/O TDR
BELS
28RC/RU018
600
18,100
10.10
9.70
'28RD/RN018
600
18,100
10.50
10.00
28RD/RN019
600
18,200
10.70
10.50
28RH018
600
18,100
10.50
10.00
40AQ018
600
18,000
10.20
9.80
40DQ018
600
18,000
10.20
9.80
40 RC018
600
18,200
10.50
10.10
28HQ024
600
18,200
10.50
10.10
38TK01830
28RC/RU024
600
18,200
10.60
10.20
7.6
28RD/RN024
600
18,200
10.70
10.50
28 R H 024
600
18,200
10.70
10.50
28RM024
600
18,200
10.50
10.10
28S L024
600
18,200
10.50
10.00
40AQ024
600
18,100
10.40
10.00
40AQ025
600
18,200
10.50
10.10
40DQ024
600
18,100
10.60
10.20
40LT024
600
18,200
10.60
10.20
40RCO24
600
18,200
10.70
10.30
28HQ024
825
23,200
9.90
9.60
28RC/RU024
860
24,000
9.80
9.50
28RD/RN024
860
24,200
10.30
10.00
'28RD/RN025
860
24,200
10.50
10.00
28RH024
860
24,200
10.30
10.00
28RM024
860
24,000
10.30
10.00
28SL024
860
24,000
10.30
10.00
38TK02430
40AQ024
850
23,000
9.80
9.50
7.6
40AQ025
850
23,600
9.90
9.60
40AD024
860
23,800
10.10
9.90
40LT024
860
23,600
10.20
9.90
40RCO24
860
23,600
10.20
10.00
28HQ030
860
24,200
10.30
10.00
28RC030,RC/RU130
860
24,400
10.50
10.10
28RD030,RD/RN130
860
24,400
10.50
10.20
28RH030
860
24,400
10.50
10.20
28SL030
860
24,200
10.40
10.10
40AQ030
860
24,000
10.20
9.90
40AQ031
860.
24,400
10.50
10.20
40DQ030
860
24,200
10.20
9.90
40RC030
860
24.200
10.20
10.00
28HQ030
1000
28,800
10.00
9.70
28RC030,RC/RU130
1000
29,600
10.30
10.00
-28RD030,RD/RN130
1000
30,000
10.50
10.00
28RH030
1000
30,000
10.50
10.00
28SL030
1000
28,800
10.00
9.70
40AQ030
1000
28,400
9.70
9.30
40AQ031
1000
29,600
10.00
9.60
40DQ030
1000
28,600
9.70
9.40
38TK03030
40RC030
1000
29,000
9.70
9.40
7.6
28HQ/VQ036
1000
29,600
10.10
9.80
28RC/RU036,RC136
1000
30,000
10.50
10.10
28RD/RN036,RD136
1000
30,200
10.50
.10.10
28RH036
1000
30,200
10.50
10.10
28RM036
1000
29,000
10.00
9.70
28SL036
1000
30,000
10.30
10.00
40AQ036
1000
29,000
10.00
9.50
40LT036
1000
29,000
9.80.
9.50
28HQ/VQ036
1150
35,000
10.20
9.90
28RC/RU036,RC136
1150
36,000
10.10
9.80
'28RD/RN036,RD136
1150
36,000
10.30
10.00
38TK036030
28RH036
1150
36,000
10.30
10.00
7.8
28RM036
1150
34,400
10.10
9.80
28SL036
1150
35,400
10.30
10.00
40AQ036
1150 1
34,600 1
10.00
9.70
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive, Oroville, CA 95965
Vern Hall
.7166 Thomas Drive
Paradise, CA 9.5969
With reference to the above subject:
Attached is:
Application for permit
Building Plans
Engr. Calcs
Owner -Builder Verification Form
OTHER
a a e . 16,
PHONE: _916-538-754 1
DATEJanuary 1$, 1001
RE: Permit 'application #3477-90 for new
SF for Billy bovee dated 10/4/90.
A.P. # 66-47-37
Mobilehome Utilities Installation Sheet
Mobilehome Installation Information Sheet
Typical Plan Sheet
List of Codes Enforced .
We need the following.information:
Permit application signed and completed where indicated with all copies returned.
Fees of $ payable to Butte County Treasurer.
Certificate of Workmen's Compensation Insurance or check exemption statement.
Contractor's License Law information or check exemption statement.
Complete plans in including plot plans.
Plot plans in
Structural details in
Complete plans and calcs in by registered engineer or architect.
Energy design including
Street and drainage improvement plan approval from Land Development Section (DPW).
sets of plans in accordance .with the changes marked in red. \.
—� Sanitation approval from Butte County Health Department at:
196 Memorial Way,' Chico
7 County Center Dr., Oroville
Skyway & Elliott Rd., Paradise
Planning approval from Butte County Planning Department, 7 County Center Drive,
Oroville, for
Completed Owner -Builder Verification form.
Recdrded copy of deed showing
Recorded copy of agricultural acknowledgement statement.
xX :x= Paradise Unifies'.. School District Fees Paid
OTHER Please submit the above items so than wp ran ;qq„P PArmjt
Should you have'any questions concerning the above, please contact I T DA GENT -ON
zI�—rsz�r�—
of this office. (916�5t38-1.;41 between 3pm & .5pm
Yours ver ru ,
JFG/aj
William Cheff
Director of Public Works
f.F. Glander
Chief Building Inspector
STRUCTURAL
CALCULATIONS
FOR
CONCRETE MASONRY CANTILEVER
RETAINING WALLS
BUILT - WRIGHT CONSTRUCTION
1831 APPLE WAY
PARADISE, CA 95969
CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC
SIGNED ,r "�=�^~~�' �� ' DATE
---------^---------T^�---------- FRANK L. L' TYUKOS, CE 32434
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA 95969
(916) 872-0254
SUBJECT: CONCRETE MASONRY CANTILEVER RETAINING WALLS
BY: FLT DATE: 7/92 JOB NO.: 215
PROJECT: BUILT — WRIGHT CONSTRUCTION
1801 APPLE WAY, PARADISE, CA 95969
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
SHEET 1 OF 1
DESIi�N i::RITEF:IA: '
----------------
FREE STANDING CONCRETE MASONRY RETAINING.WALLS WITH LEVEL BACKFILL.
CODE 1991 UBi=
SUPERIMPOSED LOADS: NONE
CALCIS PROVIDED FOR: A.
9 —8"
HIGH
WALL —
SHEETS
2 & 3
B.
4'-8"
HIGH
WALL —
SHEETS
4 & 5
C.
61-8"
HIGH
WALL —
SHEETS
6, 7 & 8
D.
8'-8"
HIGH
WALL —
SHEETS
9, 10 & 11
CONSTRUCTION
DETAIL —
SHEET
1
MATERIALS:
CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c = 2000 PSI L 28 DAYS,
i*-: MU — ULTIMATE COMPRESSIVE ST'RENGTH — f' m = 1500 PSI,
GROUTED SOLID, NO INSPECTION REQUIRED,
REINFORCING — ASTM A615, GRADE 4� �,
ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF,
ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF,
PROJECT : BUILT - WRIGHT CONSTRUCTION
JOB NO. . 2125
DATE : 7/1992
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
----------------------------------------
WALL_ DESIGN:
-------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF) :
YIELD STRENGTH OF REINF. - Fy (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE.(F'SI):
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED:
ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI):
GRAVITY LOAD - DEAD LOAD (KIP) :
- LIVE LOAD (k*:IP) :
OVERALL HEIGHT OF THE WALL - H (FEET):.
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - TOT' (INCHES):
- BOTTOM (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF)-.
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE - Fw (KIP) :
MOMENT - Mw (FT -KIP):'
AREA REINF. (IN'2) 9d'(IN) SIZE & SPA (IN)
------------------------------------------------
0.007 5.35 #4 L 368.
MIN. VERTICAL REINF. - .1' % (IN''2 :
MIN. HORIZONTAL REINF4 - . oe % 002):
:
DESIGN REINF. - VERTICAL:
#4 C 1E
- HORIZONTAL:
#4 C 3
EFFECTIVE RATIO OF REINF. - p:
MODULAR RATIO - n : '
COEFFICIENT - k:
ACTUAL RATIO OF DISTANCE
COEFFICIENT - ._ / k: j :
ACTUAL COMPRESSIVE STRESS OF CMU
- fm (PSI):
ACTUAL TENSIONAL STRESS OF REINF.
- fs (KSI):
COMBINED STRESSES @ WALL:
0
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(gin e72-0254
SHEET Z OF /2
LEVEL
3o
0
4o
2000
1500
NO
250.00
I
2. E7 A
2.17
7.E
7.E
135
84
0.07
0.05
O. 109
0.073
0.0023
25.8
o.292
0.903
7.587
13.54 < 250.00
0.85 < 20.00
ii a
0.65
PROJECT : BUILT -WRIGHT CONSTRUCTION
JOB NO. : 2125
DATE : 7/1992
CALCIS BY : FLT
FOOTING DESIGN:
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET ip OF /2-
DENSITY OF SOIL (PCF}: 100
DENSITY OF CONCERTE (PCF): 150
^ OVERTURNING RATIO - MIN: 1.5
- MAX: 2.5
ALLOW. SOIL BEARING PRESSURE (PSF): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
FOOTING
DEPTH
(INCHES):
8
FOOTING
WIDTH
- HEEL (INCHES):
6
- TOE (INCHES):
6
FOOTING
KEY -
WIDTH (INCHES):
0
FOOTING
KEY -
DEPTH (INCHES):
0
-
BACK TO BACK OF FOOTING (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):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
MAX. MOMENT @ TOE - Mt (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
---------------------------------------------------
0.012 4.75 #4 @ 192.7
DESIGN TOE
0.12
0.11
0.56
0.55
4.84
0.44
0.06
0.03
1.67
0.46
408.73 < 1500
268.89 > 0
0'24 > 0.12 X 1.5 = 0.18
0.25
0.09
. .
PROJECT : BALT - WRIGHT CONSTRUCTION
JOB NO. : 2125
DATE : 7/1992
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
_______________________________________
WALL DESIGN:
____________
, ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF):
YIELD STRENGTH OF REINF. - Fy (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED:
ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI):
GRAVITY LOAD - DEAD LOAD (KIP):
- LIVE LOAD (KIP):
OVERALL HEIGHT OF THE WALL - H (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - TOP (INCHES):
- BOTTOM (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET 1: OF 12
LEVEL
30
0
40
2000
1500
NO
250.00
�
�
�
4.17
7.6
7.6
135
�
84
0.26
0.36
AREA REINF. (IN^2) 'dl(IN)
_-______________________________________________
SIZE
& SPA (IN)
0.046 5.35
#4
@ 51.9
MIN. VERTICAL REINF. - .12 % (IN -2):
0.109
MIN. HORIZONTAL REINF. - .08 % (IN^2):
0.073
DESIGN REINF. -
- nuRIZum/~^L:
#4
32
.
EFFECTIVE RATIO OF REINF. - p:
|
0.0023
MODULAR RATIO - n:
'
25.8
COEFFICIENT - k:
0.292
ACTUAL RATIO OF DISTANCE - j:
0.903
COEFFICIENT - 2/kj:
7.587
ACTUAL COMPRESSIVE STRESS OF CMU
- fm
(PSI):
96.11
ACTUAL TENSIONAL STRESS OF REINF.
- fs
(KSI):
6.01
COMBINED STRESSES @ WALL:
0.38
< 250.00
< 20.00
'
' PROJECT : BUILT - WRIGHT CONSTRUCTION
JOB NO. : 2125 '
DATE : 7/1992
CALCIS BY : FLT
FOOTING DESIGN:
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET X OF Az
DENSITY OF SOIL (PCF): 100
DENSITY OF CONCERTE (PCF): 150
OVERTURNING RATIO - MIN: 1.5
' - MAX: 2.5
ALLOW. SOIL BEARING PRESSURE (PSF): 1500
ALLOW. LATERAL BEARING PRESSURE (PSF): 200
FRICTION COEFFICIENT - Fc: 0.35
FOOTING
DEPTH
(INCHES):
12
FOOTING
WIDTH
- HEEL (INCHES):
12
DESIGN TOE REI
- TOE (INCHES):
14
FOOTING
KEY -
WIDTH (INCHES):
0
FOOTING
KEY -
DEPTH (INCHES):
0
-
BACK TO BACK OF FOOTING (INCHES):
0
TOTAL WIDTH OF
FOOTING (INCHES):
34
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 (F7 -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
MAX. MOMENT @ TOE - Mt (FT -KIP):
AREA REINF. (IN^2)
'dl(IN) SIZE
&
SPA (IN)
------------------------------------------------
0.042
8.75 #4
@
57.3
DESIGN TOE REI
�
0.40�
0.69
1.42
2.50
3.62
1.81
�
0.14
0.20
2.83
1.34
650.70 < 1500
350.18 > 0
0.60 > 0.40 X 1.5 = 0.60
0.77
0.54
PROJECT : BUILT — WRIGHT CONSTRUCTION
JOB NO. . 2125
DATE . 7/1992
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
---------------------------------------
WALL DESIGN:
-- ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF):
YIELD STRENGTH OF REINF. — Fy (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) :
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED:
ALLOW. COMPRESSIVE STRESS OF CMU'— Fm (PSI):
GRAVITY LOAD — DEAD LOAD (KIP):
— LIVE LOAD (KIP):
OVERALL HEIGHT OF THE WALL — H (FEET):
OVERALL HEIGHT OF THE SOIL — Hr (FEET):
THICKNESS OF WALL — TOP (INCHES):
— BOTTOM (INCHES):
GROUTED SOLID — WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE — Fw (KIP):
MOMENT — Mw (FT—KIP):
AREA REINF. (IN - 2) 9 d' (IN) SIZE & SPA (IN)
-------------------------------------------------
0.150 5.35 #4 @ 16
MIN. VERTICAL REINF. — .12 % (IN"2 :
MIN. HORIZONTAL REINF. — .08 % (IN�' ) :
DESIGN REINF. — VERTICAL:
#4 C 8
— HORIZONTAL:
#4 @ 3'
EFFECTIVE RATIO OF REINF. — p:
MODULAR RATIO — n:
COEFFICIENT — k::
ACTUAL RATIO OF DISTANCE
COEFFICIENT -- '2/k j:
ACTUAL COMPRESSIVE STRESS OF CMU
— fm (PSI):
ACTUAL TENSIONAL STRESS OF REINF.
— fs (KSI):
COMBINED STRESSES @ WALL_:
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
( 916) 872-0254
SHEET 6 OF /Z
LEVEL
30
0
40
20i �0
1500
NO
250. O(_1
0
0
6. 67
6.17
7.G
7.6
135
84
0.57
1.17
ci.10-'
0.073
0.0047
._5. 8
0.385
0. 872
5.960
244.57 < 250.00
10.07 < 20.c_o
0.9e
C,
PROJECT : BUILT - WRIGHT CONSTRUCTION
100
JOB NO. : 2125 '
150
DATE : 7/1992
1.5
CALCIS BY : FLT
2.5
HEIGHT FROM TOP OF THE WALL - H2 (FEET):
5.33
HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET):
4.83
THICKNESS OF WALL - BOTTOM2 (INCHES): '
7.6
GROUTED SOLID - WEIGHT OF GROUT (PCF):
135
AVERAGE WEIGHT OF WALL (PSF):
84
TOTAL EARTH PRESSURE 7 Fw2 (KIP):
0.35
MOMENT @ Hw2 - Mw2 (FT -KIP):
0.56
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
________________________________________________
2.73
0.072 5.35 #4 @ 33.4
'
'
DESIGN REINF.
FOOTING DESIGN:
---------------
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
OVERTURNING RATIO - MIN: . -
1.5
- MAX:
2.5
ALLOW. SOIL BEARING PRESSURE (PSF4
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
0.35
FOOTING DEPTH (INCHES):
12
FOOTING WIDTH - HEEL (INCHES):
12
'- TOE (INCHES):
22
FOOTING KEY - WIDTH (INCHES):
12
FOOTING KEY - DEPTH (INCHES):
12
- BACK TO BACK OF FOOTING (INCHES):
12
TOTAL WIDTH OF FOOTING (INCHES):
42
OVERTURNING FORCE - Fo (KIP):
0.77
OVERTURNING MOMENT - Mo (FT -KIP):
1.84
TOTAL RESISTING WEIGHT - W (KIP):
2.16
RESISTING MOMENT - Mr (FT -KIP):
5.04
OVERTURNING RATIO - SF
2.73
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
3.19
0.27
0.59
3.50
2.04
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET 7' OF 1Z
903.81 < 1500
330.09 > 0
1.16 > 0.77 X 1.5 = 1.16
' PROJECT : BUILT - WRIQHT CONSTRUCTION
JOB NO. : 2125 .
DATE : 7/1992
CALCIS BY` : FLT
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP): 1.48
MAX. MOMENT @ TOE - Mt (FT -KIP): 1.59
AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN)
________________________________________________
, 0.124 8.75 #4 @ 19.4
DESIGN TOE
U
,
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET OF /1
le-
^
'
PROJECT : BUILT - WRIGHT CONSTRUCTION
JOB NO. : 2125
DATE : 7/1992
CALCIS BY : FLT
SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL
_______________________________________
WALL DESIGN:
____________
� ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (PSF):
YIELD STRENGTH OF REINF. - Fy (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI):
SPECIAL INSPECTION REQUIRED:
ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI):
GRAVITY LOAD - DEAD LOAD (KIP):
- LIVE LOAD (KIP):
OVERALL HEIGHT OF THE WALL - H (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - TOP (INCHES):
- BOTTOM (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
------------------------------------------------------
0.199 9.35 #4 @ 12.1
MIN. VERTICAL REINF. - .13 % (IN^2):
MIN. HORIZONTAL REINF. - .07 % (IN^2):
DESIGN REINF. -
- HORIZONTAL:
#4 @ 24
EFFECTIVE RATIO OF REINF. - p:
�
MODULAR RATIO - n:
COEFFICIENT - k:
ACTUAL RATIO OF DISTANCE
COEFFICIENT - 2/kj:
ACTUAL COMPRESSIVE STRESS OF CMU
- fm (PSI):
ACTUAL TENSIONAL STRESS OF REINF.
- fs (KSI):
COMBINED STRESSES @ WALL:
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET Y' OF /Z
LEVEL
30
0
40
2000
1500
NO
250.00
�
�
�
8 67 f)
8.17
7.6
135
133
1.00
2.73
0.181
0.097
0.0027
25.8
0.309
0.897
7.222
225.25 < 250.00
13.00 < 20.00
0.90
PROJECT : BUILT - WRIGHT CONSTRUCTION
JOB NO. : 2125 '
DATE : 7/1992
CALCIS BY : FLT
HEIGHT FROM TOP OF THE WALL - H2 (FEET):
HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET):
THICKNESS OF WALL - BOTTOM2 (INCHES):
GROUTED SOLID - WEIGHT OF GROUT (PCF):
AVERAGE WEIGHT OF WALL (PSF):
TOTAL EARTH PRESSURE - Fw2 (KIP):
MOMENT @ Hw2 - Mw2 (FT -KIP):
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
-------------------------------------------------
0.106 5.35 #4 @ 22.6
DESIGN REINF.
FOOTING DESIGN:
----------------
DENSITY
______________
DENSITY OF SOIL (PCF):
DENSITY OF CONCERTE (PCF):
OVERTURNING RATIO - MIN:
- MAX:
ALLOW. SOIL BEARING PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF):
FRICTION COEFFICIENT - Fc:
FOOTING DEPTH (INCHES):
FOOTING WIDTH - HEEL (INCHES):
' - TOE (INCHES):
FOOTING KEY - WIDTH (INCHES):
FOOTING KEY - DEPTH (INCHES):
- BACK TO BACK OF FOOTING (INCHES):
TOTAL WIDTH OF FOOTING (INCHES):
OVERTURNING FORCE - Fo (KIP):
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP):
RESISTING MOMENT - Mr (FT -KIP):
OVERTURNING RATIO.- SF
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S (FT^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF):
SLIDING RESISTING FORCE - Fr (KIP):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET /0 OF 17-
6
5.5
w
7.6
135
84
0.45
0.83
100
150
1.5
2.5-
1500
.51500
200
0.35
12
8
30
12
24
12
50 �
1.26
3.86
2.98
8.82
2.29
4'97
0.42
1.24
4.17
2.89
1145.80 < 1500
285.83 > 0
1.94 > 1.26 X 1.5 = 1.89
^ '
PROJECT : BUILT — WRIGHT CONSTRUCTION
.
JOB NO. : 2125 '
DATE : 7/1992
CALCIS BY : FLT
FOOTING — TOE:
EARTH PRESSURE @ TOE — Fv (KIP): 2.32
MAX. MOMENT @ TOE — Mt (FT—KIP): 3.42
AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN)
------------------------------------------------
0.267 8.75 #4 @ 9
DESIGN TOE
FOOTING — HEEL:
UNIFORM LOAD
@ HEEL
— Wv (PLF):
681.17
PRESS. @ TIP
DUE TO
GRADE SLOPE — SPg
(PSF):
0.00
PRESS. @ FACE
OF WALL — SPf (PSF):
171.99
MAX. MOMENT
@ HEEL —
Mh (FT—KIP):
0.13
AREA REINF.
(IN^2)
'd'(IN)' SIZE
& SPA (IN)
-------------------------------------------------
0.009
9.75 #4
@ 260.8
DESIGN HEEL
'
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET he OF /22-
BY..........��..--...�. SO�VpBJEGT...��T/�tL�C�V��_^'`/ _M v.._.._..---- SHEET NO.._. /2_ OF_./'�.__.
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OIF LU E��OMMEM0��
- OP777OV..¢G LOC.AT/ONS. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254
J IIILL ENGINEERING Boa
09—&2 (' z
SHEET NO. OF
3569-D Connie Circle ..
.Paradlse, California 95969 CALCULATES nv v DATE
J -HILL ENGINEERING JOB
SHEET NO.- OF
3569-D Connie Circle I // . 0
Paradise, California 95969 CALCULATED BY DATE
(916) 872-1261 CHECKED BY DATE-'
SCALE
............................. .............. . . . . . . . . . . . . . . ......... . . . . . . ..... . . . . . . . . ......
41
v
A--
BEAM DESCRIPTION: BEAM B - 5 - 1
OVERALL BEAM LENGTH (FEET)....... 8.5
1 DISTANCE TO LEFT SUPPORT (FT).... 0
DISTANCE TO RIGHT SUPPORT (FT)... 8.5
(DISTANCE MEASURED FROM LEFT END)
LOADINGS
LOAD DESCRIPTION: DL + LL
UNIFORM LOAD ON CENTER SPAN (PLF)............ 1240
POINT LOADS:
DISTANCE FROM LEFT END LOAD.IN POUNDS.
1.75 2,550.00
7.75 510.00
LOAD CALCULATIONS
REACTIONS:
LEFT SUPPORT = 7,340 POUNDS.
RIGHT SUPPORT = 6,260 POUNDS.
1
y
MAXIMUM MOMENTS AND SHEARS:
DESCRIPTION
MOMENT('#)
SHEAR(#)
' LEFT SIDE OF LEFT SUPPORT
0
0
RIGHT SIDE OF LEFT SUPPORT
0
7,340
`LEFT SIDE OF RIGHT SUPPORT _
.0
-6,260
RIGHT SIDE OF RIGHT SUPPORT
0
0
CENTER SPAN AT
# 3.86 FEET FROM LEFT SUPPORT
-13,714
0
MATERIAL_ PROPERTIES
ELASTIC MODULUS (MEGA PSI).......
1.6
ALLOWABLE BENDING STRESS (PSI)...
1300
ALLOWABLE HORIZ. SHEAR (PSI).....
85
ALLOWABLE OVERSTRESS (%).........
0 ,
MAXIMA ALLOWABLE.STRESS (PSI)...
1300
MAXIMUM ALLOWABLE SHEAR (PSI)....
85
SECTION PROPERTIES
- ------------------
FOR A 5.5 X 19.5 ~
BENDING STRESS (PSI)........
498
SHEAR STRESS (PSI)........
83
DEFLECTIONS
BASED ON NO. OF MATRIX POINTS USED IN THE
REAL MOMENT APPROXIMATIONS, THE ACCURACY OF
THE CENTER BEAM MAXIMUM DEFLECTION POSITION
IS PLUS OR MINUS 0.21 FEET.
MAXIMUM DEFLECTIONS:
DEFL. (INCHES) POSIT. (FT)
CENTER SPAN 0.03 4.24
DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 3050.8.6
1
BEAM.DESCRIPTION: BEAM B — 5 — 1
OVERALL BEAM LENGTH (FEET)....... 8.5
DISTANCE TO LEFT SUPPORT (FT).... 0
DISTANCE TO RIGHT SUPPORT (FT)... 8.5
(DISTANCE MEASURED FROM LEFT END)
LSO7_tax Iw-V
LOAD DESCRIPTION: DL + LL
UNIFORM LOAD ON CENTER SPAN (PLF)............ 1240
POINT LOADS:
DISTANCE FROM LEFT END LOAD IN POUNDS.
1.75 21550.00
7.75 510.00
LOAD CALCULATIONS
-----------------
REACTIONS:
LEFT SUPPORT = 7,340 POUNDS.
RIGHT SUPPORT = 6,260 POUNDS.
MAXIMUM MOMENTS AND SHEARS:
DESCRIPTION
LEFT SIDE OF LEFT SUPPORT
RIGHT SIDE OF LEFT SUPPORT
LEFT SIDE OF RIGHT SUPPORT _
RIGHT SIDE OF RIGHT SUPPORT
CENTER SPAN AT
MOMENT('#) SHEAR(#)
0 0
0 7,340
0 —6,260
0 0
3.86 FEET FROM LEFT SUPPORT —13,714
MATERIAL PROPERTIES
-------------------
ELASTIC MODULUS (MEGA PSI).......
1.8
ALLOWABLE BENDING STRESS (PSI)...
2400
ALLOWABLE HORIZ. SHEAR/(PSI).....
165
ALLO. ABLE OVERSTRESS (%).........
0
MAXISUM ALLOWABLE STRESS (PSI)...
2400
MAXIMUM ALLOWABLE SHEAR (PSI)....
165
SECTION PROPERTIES
------------------
FOR A 5.125 X 13.5
BENDING STRESS (PSI)........ 1,071
SHEAR STRESS (PSI)........ 1'?9
Ic
Joy- 08-0/ A// -1
DEFLECTIONS
BASED ON NO. OF MATRIX POINTS USED IN THE
' REAL MOMENT APPROXIMATIONS, THE ACCURACY OF
THE CENTER BEAM MAXIMUM_ DEFLECTION POSITION
IS PLUS OR MINUS 0.21 FEET.
MAXIMUM DEFLECTIONS:
DEFL. (INCHES)' POSIT. (FT.)
CENTER SPAN 0.10 4.24
DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1061.21
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STRUCTURAL • CONSTRUCTION
JpVA�q;�
JOB NO. 08-01
OCTOBER,1990 ) CO20935 y'
BOVEE RESIDENCE
NEW SKYWAY MAGALIA, CA
OF CA
DESIGN CRITERIA
The subject of these calc's is a Partial Structural Design for Gravity and
Lateral loads for. a Two Story, Single Family Dwelling of conventional wood frame
construction.
CODE 1988 UBC
Loading: Roof - DL = 15 PSF
- LL = 30 PSF (SNOW)
FLOOR - DL = 10 PSF
- LL = 40 PSF
WALLS - DL = 10 PSF
WIND - p = CexCgxgsxI - 75 MPH, EXP. B
_ .7x1.3x15x1.0 = 13.65psf -15.00 psf min. TO 20'
=..8x1.3x15x1.0 = 15.60psf TO 40'
SEISMIC - V = ZICw/Rw - ZONE 3
= .30x1.0x2.75w/6 = .14w
MATERIAL:
LUMBER - 2X & 4X Members - D.F. #2, Fb = 1250 psi except 2 x 4 studs -
ST. GR., Fb = 800 psi, 6 X & > - D.F. #1, Fb = 1300 psi @ BMS.
& Fb = 1200 psi @ Post, U.N.O.
GLULAMS - Std. Spec's - Glu Lam 'Amber AITC -117, Fb = 2400 psi
PLYWOOD -APA U.S. Product Std. PSI 1-83
CONNECTORS - Simpson Strong -'lie Noted (or equal)
A. & M. BOLTS - ASTM A307, Unfinished
STRUCT. STEEL - ASTM A36, U.N.O.
CONCRETE - Ult. Compr. Strength - Vc = 2000 psi @ 28 days
REINFORCING - ASTM A615, Grade 40
ALLOW. SOIL BEARING PRESSURE -1500 psf
3569-D Connie Circle a Paradise, California 95969 9 (916) 872-1261
J HILL ENGINEERING
3569-D Connie Circle
Paradise, California 95969
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J HILL ENGINEERING
3569-D Connie Circle
Paradise, California 95969
(916) 872-1261
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(916) 872-1261
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GATE.--------�- -...-' --
Certificate of Compliance: Residential
Climate Zone 11
the building features and performance specifications needed to comply with
Mile 24, Chapter 2-53 and Title 20, Cluptcr 2. Subchapter 4. Article I 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
Building Ovrnerc_04i%CC40
Project Title
Name: Vel
TitlelfimU
Tttk/Fum- 0 U., Y -L
Ad&=:
Building Permit #
Project Address
Pn_cd-Z_P_, MV :S Lai
cj //-
Telephone: f- 7
Lic. 0:
ZS'edced By I Date
Documentation Author Telephone
Enforcanent Agency Use Only
BUILDING DATA
North
Glass Area % Glass
70 IQ 11V
Conditioned Floor Area 2,237 Number of Stories
East
=-,x q 7.
14b/Raised Floor Number of .Units
South
2
�rWS_ingle Family Detached (SFD) 1.1 Addition Alone
West
Single Family Attached (SFA) Existing Building
Skylight
Muli-Family (MF)]Existing-Plus-Addition
Total
_r4IaD
,BUILDING SHELL INSULATION.'*
Component .Insulation Locafion/Cpmrnents
Type R -Value (attic, to garage, typicel, etr_j
Wall ..............
Wall ..... ..........
Roof • ................
Roof .............
Floor ............. J? IC
Floor .............
-----Slab Edge.....
-.GLAZING Shading Devices
Area GlassType Interior
Glazing Exterior
I .
Overhang Framing Type . I
Orientation (single, double) (roller blind. etc.) (shadescreen. etc.)
(sn
.
(yes/no) (metal/wood)
N.
North
East -
East
SOULh 12a
Sou Lh
West
West
Skylight......._
THERMAL MASS
Type/Covering Area Thickness
(stab/exposed, tile, etc.) 00 (inches) Location/Description
(kitchen, bath, etc.)
1!J 1 *6
HVAC SYSTEMS Minimum Duct
Type (ftunace, air Efficiency Location Duct Output Manufacturer / Model #
conditioner, heat pump) (SF, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal)
dF Ay
'Maximum Furnace Heating Output: Tt-uh
HOT WATER SYSTEMS' Tank Manufacturer/Model # RP
System Type (storage gas, etc.) Capacity (or approved equal) \0QDecialFeMdQ- s)
'9Y
SPECIAL FEATURES/REMARKS (Add extra sheets if necessary)
Mandatory Measures Checklist: Residential ' MF -IR
NOTF-- Lowe se residential buildings subject to the Standards must contain these measures reprdks3 of the compliarce
approach used Items marked with an asterisk (6) maybe superseded bS# mom stringeptcornpliancerequtremutts listed
on the Certificate of Compliance. When this checklist is incorporated into the permit doculnems. ft features noted shall
be considacd by all parties as binding minimum component perfornunec specifications for the mandatory measures
whether they am shown elsewhere in the documents or on this checklist only.
DESCUPTION DESIGNER EM:ORCEMENT
Building Envelope Measures
12.5352(a): Minimum ceiling insulation R- 19 Weighted average.
62.5352(b). Loose rill insulation manufacturer's labeled R -Value.
§2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to
exterior mass walls).
§2.5352ft Stab edge insulation - water absorption rate no greater than 0.3%, water vapor
transmission rate no greater than 2.0 perm/tnch.
§2-5311: Insulation specified or installed meets California Erwrlty Commission quality
standards. Indicate type and form.
62-5352(f : Vapor barriers mandatory in Climate Zones 14 and 16 only.
§2.5317: Infiltration/ExtiltrationControls
a. Doors and windows between conditioned and unconditioned spaces designed to limit itir
leakage.
b. Doors and windows certified.
c. Doors and windows wcaLhcrstripped: all joints and pencu-ations caulked and sealed
§2--5352(c): Special infiltration barrier installed to comply with 12-5351 Meru CEC quality
standards.
§2-5352(dy lnsWIaLion of Fireplaces
1. Masonry and factory -built fireplaces have:
a. Tight fitting, closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No contin,"is burning gas pilots allowed.
HVAC and Plumbing System Measures
§2-5352(g)and 2-5303: Space conditioning equipment sizing: attach calculations.
§24352(h)and2-5315: Setback 0wxmostxonall applicable heating system.
• 42-5316(a): Ducts constnxted• installed and insulated per Chapter 10, 1976 UMC.
§2.5316(b): Exhaust systems have damper controh-
52-5314(c): Gas-futd space heating equipment has intermittent ignition devices.
§2-5314: HVAC equipment, water heaters. showerheads; and faucets certified by the CEC.
§2.5352(i): Water heater insulation blanket (R-12orgreater) or combined interior/exterior
insulation (R-16 or greater)rust 5 roct of pipes closest to tank insulated (R-3 or greater).
§2.5312(Exccption 1): Pipe insulation on steam and sicarn condensate return At recirculating
piping.
§2-53 1 8(d): Swimming Pool Heating
1. System has.
a. On/off switch on heater.
b. Weatherproof instrwtion plate on heater;
r- Plumbed to allow for solar.
2. 75 percent thermal efficiency.
3. Pool cover.
4. Time clock.
5. Directional water inlet.
Lighting and Appliance Measures
52.53526): Lighting - 25 lumcns/watt or greater for general fighting 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
the building features and performance specifications needed to comply with
Mile 24, Chapter 2-53 and Title 20, Cluptcr 2. Subchapter 4. Article I 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
Building Ovrnerc_04i%CC40
Nam=
Name: Vel
TitlelfimU
Tttk/Fum- 0 U., Y -L
Ad&=:
Address: -71 (-L-v Beev"'y
Pn_cd-Z_P_, MV :S Lai
Tckpho=
Telephone: f- 7
Lic. 0:
.(signacturc)
(date) (date)
Documentation Author.,,Enrbrc:ementAg'ency
7'Name:
.'.-Name:
Ti
tencr.::_�
Addrc=:
Telephone
1. (veiling lasulation
2. Wall Insulation
Single-
Number of stories
-120
R -value
One
Two
Three
R-0
-103
49
32
R-19
-8
-t
.2
R30
.2
-1
-1
R38.
0
0
0"
U -value
8
6
4
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
O.C4
-4
-2
-1
0.02
4
2
1
0.00
11
- 5
3
2. Wall Insulation
3. Raised Floor Insulation
Insulation In Floor
Number of stories
One Two Three
-17 -8 -5
-3 -2 -1
0 0 0
3 1 1
R -value
R-0
R-11
R-19
R-30
U -value
--..0.60
0.50
0.40
0.30
0.20
0.10
0.08
..0.06
0.04
0.02
0.00
-144
Single-
Single -
-120
-58
Family
Family
Multi -
R -value
Detached
Attached
Family
R-0
-68
-51
34
R-11
0
0
0
R-13
2
2
1
R-19
8
6
4
U -value
1
10
5
0.80
-153
-114
-76
0.50 :
-91
58
.. - -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
18
12
3. Raised Floor Insulation
Insulation In Floor
Number of stories
One Two Three
-17 -8 -5
-3 -2 -1
0 0 0
3 1 1
R -value
R-0
R-11
R-19
R-30
U -value
--..0.60
0.50
0.40
0.30
0.20
0.10
0.08
..0.06
0.04
0.02
0.00
-144
'-70
-46
-120
-58
38
.-95
-46
30
59 •
-34
.22
-t3
-21
-14
-17
-8
-5
-11
-6
-4
-6
-3
-2
-1
0
0
4
2
1
10
5
3
Controlled Ventilation Crawlspace
Single-
Slab Floor
Number of stories
. Total
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
.3. Slab Edge Insulation
-39
-24
.10
Number of Stories
_
R•value
One
Two
Three
' R-0
0
0
0
R-5
8
5
2
R-7
8
6
3
F2 factor
-4
4
12
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)
Specification Points
Standard 0
6. Glass Heat Loss
Single-
Slab Floor
Raised Floor
. Total
%Glass North
East
South
:West
U -value
18 5
Percent
4
1
.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
-d
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
5
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)
Etfeetlre Percent Glass
(percent Sian x SC)
Effective
Single-
Slab Floor
Raised Floor
Effective Percent Glass
%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
0 -1
-2
-4
-2
0
na = not allowed
-8
-7
.23
3
a3. Shading (Shade Closed)
Single-
Slab Floor
Raised Floor
Effective Percent Glass
Family
Stories
Multi
(percent glass x SC)
Stories
Effective
ICFA
One
Two
Three
One
%Gless
Nath
East
South
West
Sky*t
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
5
-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 . not allowed
8
10
11
11
9. Interior Thermal Mass
Interior
Single-
Slab Floor
Raised Floor
Mass
Family
Stories
Multi
Mass
Stories
Attached
ICFA
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
S
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
1
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 I
6.0
5
8
10
12
13
13
6.5
6
9
10
12
_ 13
13 +i
7.0
6
9
11
13
13
14 1
7.5
6
10
11
13
14
14 • j
8.0
7
10
11
13
14
14
8.5
7
10
12
13
14
15
10. Exterior Wall Thermal Mass
Exterior
Single-
Single -
_ Sum of 1.6
Wall
Family
Family
Multi
Mass
Detached
Attached
Family
0.00
0
0
0
0.20
3
2
1 -
0.40
5
4
3
0.60
8
6
4
0.80
10
8
5
1.00
13
10
7
1.20
13
12
8
1.40
12
13
9
1.60
10
13
11.. .
1.80
10, "
12
12 i
200
10
11
13
11. Heating System
SE or HSPF
(assumes duct In attic)
Zonal Control Adjustment
System Type
Resistance 10 9 7 6 4 3
Other 6 5 4 3 2 2
12. Cooling Systttm
'
SC Eff. % Glass
= /. f-5-
_ Sum of 1.6
b. East
10 • C/ x
f
SEER
One
-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
2
1
Effective
SE or HSPF
6 5
4
(SE or HSPF x duct
efficiency)
11.0
Effective -25
or -24 to -14 to
.4 to
+6 to
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
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
System Type
Resistance 10 9 7 6 4 3
Other 6 5 4 3 2 2
12. Cooling Systttm
'
SC Eff. % Glass
= /. f-5-
4-- /
b. East
10 • C/ x
f
SEER
One
-5
-4
-4
3
(assumet ducts
i
fn attic)
Two +
3
3
Sten of 7.10
2
2
1
Zonal Control? ( Y / N)
-25 or -24 to A4 to
-4 to
+6 to
16 of
SEER
less
-15 1 -6
+5
+15
more
8.0
-14
.12 i -10
-0
-6
-4
r . 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
9
5
6
X3.0-_20
8
_--_17 ,.1 14
12
_
3
SE
None
Effedive SEER
-24
•18
-15
(SEER xduct eMcleney)
S%
Solar
-1
Sun of 7-10
.1
0
0
Effective -25 or -24 to -1410
-410
+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 j
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
XUnit Size (sl)
Zonal
Control Adjustment
2
i
10
8 7
6
4
3
No Cooling System Installed
-Stories_
'
SC Eff. % Glass
= /. f-5-
4-- /
b. East
10 • C/ x
= 7
One
-5
-4
-4
3
•2
-2
Two +
3
3
:.. 2
2
2
1
Zonal Control? ( Y / N)
TYPE 1 MASS AREA
butt Efficiency (0.74]
Effective SEER [7.031
13. Water Heating
_S b
COND. FLOOR AREA
Single -Family
Ilktached and
Attached -
1 Unit Size (sq
Water
ii39
•1200
1700
2200
2700
Heater
Credit
or .1
b
to
to
1 or .
Type.
Type
less
,1699
2199
2699
more
SG
None
0 '•
I` 0
A.
0
0
or
Solar
12 `)
8
6
5
4
HP
-HWR
8
5
4
3
3
WSB
5
3
3
2
2
t TYPE 1 MASS
POU
8
5
4
3
3
SE
None
37
-24
•18
-15
-12
S%
Solar
-1
-1
.1
0
0
50%
HWR
-18
-12
-9
-7
-6
85%
WSB :
-25
-16
-12
-10
-8
0.2
F%L.
48
--12
-9
_7-
•6
IG
None
=5
.3
-2
.2
-2
3.4
Solar
7'
. 5
4
3
2
4.8
POU
3_
10Y.
1
1
1
IE
None
-28
_2
-19
14
•11
.9
23
Solar
8
5
4
3
3
4
POU
-10
' S
-5
-4
-3
5.4
Mulls -Family (indlvfdual
unit)
0.6
0.8
1
1.2
XUnit Size (sl)
1.6
Water
2
699
700
1200
1700
2200
Heater
Credit
or
to
to
to
or
TYPO
Type
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
5.1
WSB
9
4
3
2
2
1.1
POU
9
5
3
2
2
SE
None
•45
-23
-15
-11
.9
4
Solar
2
1
1
0
0
55
HWR
.23'
-12
-8
5
-.5
1.5
WSB
-25
-13
-8
-6
5
3
EQU...
_23
_12_8-
3.8
--.5
-5
IG
None
8
5.1
3
2
1 -2
5.9
Solar
6
3
2
1
� 1
1.8
POU
1___0
24
0
0
0
IE
None
30
-15
-10
-8
--6 .
4.7
Solar
18
9
6
4
4
62
POU :
-8
-4
-3
-2
.2 '
Point System Summary: Climate Lone 11
SCORE CARD
1. Ceiling Insulation
2. Wall Insulation
3. Raised Floor Insulation
4. `Slab Edge Insulation
S. Infiltration
6. Glass Heat Loss
Measures
k 3 w or
R -value [381 U -value (0.030]
R-value(11 U-value(0.0981
or
R -value[ U -value [0.0371
or
R -value (0] F2 factor [0.771
Standard
double] U -value 10.651
Point//Scores
0
% Total Glass 1161 Sum b
7. Shading (Shade Open)
% Glass SC Eff. % Glass
a. North x 7 _
b. East U x , 4L y 3
c. South x = 3 • *7 41 7_
d. West d S x
e. Skylight n x
8. Shading (Shade Closed)
a. North
% Glass
A. y x
SC Eff. % Glass
= /. f-5-
4-- /
b. East
10 • C/ x
= 7
. F =
c. South
q.,5 x
SE or HSPF .
Duct Efficiency [0.78]
d. West
Interior MasslCFA
= f.4�
. - ._..
e. Skylight
CL x
=
9. Interior Thermal Mass
Zonal Control? ( Y / N)
TYPE 1 MASS AREA
butt Efficiency (0.74]
Effective SEER [7.031
13. Water Heating
_S b
COND. FLOOR AREA
-1
Type (SGIr>:, C-d'u [none]
t Time Z Rests
tt.� ucRr..b
re.rv.ew ._el
t TYPE 1 MASS
1e1nC a 4.2,
!a: exposed
slab)
O%
S%
10%
1S%
20%
2S% 30%
35%' 40%
45Y.'•
50%
55%
60%
6554
70%
7S%
W%
85%
90%
95%
100% 105% 110% 115%
120% 125`
0Y.
0
0.2
0.4
0.6
0.8
1.1
1.3
1.5
1.7
1.9
21
23
25
2.7 .• 29
3.2
3.4
3.6
3.8
4
4.2
4.4
4.6.-
4.8
5
5.3
10Y.
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.9
21
23
2.5
2:7. 2.9
3.1
3.3
35
3.7
4
4.2
4.4
4.6
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
21
29
3.1
3.3
IS.
17
3.9
4.1
4.3
4.5
4.8
S
5.2
5.4
5s
30%
0.5
0.7
0.9
1.1
1.4
1.6
1.6
2
22
24
26
28
3
'
3.2
3.5
3.7
39
4.1
4.3
4.5
4.7
4.9
5.1
5.3
5.6
Se
--.-40%
0.7
0.9
1.1
1.3
1.5
1.7
1.9
22
24
26
2.8
3
3.2
3.4
3.6
3.8
4
4.3
4.5
4.7
4.9
5.1
5.3
55
5.7
5.9
.50%
0.9
1.1
1.3
1.5
1.7
1.9
21
23
25
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
5.3
5.6
5.8
6
62
60%
1
1.2
1.4
1.1
1.9
21
23
25
2.7
29
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
1.3
1.5
1.7
1.9
22
24
26
2.8
3
3.2
3.4
3.6
3.8
4
4.3
4.5
4.7
4.9
5.1
5.3
55
5.7
5.9
6.1
6.4
70%
1.2
1.4
. 1.6
1.8
2
22
2S
27
2.9
31
33
3S
3.7
3.9
4.1
4.3
4.6
4.8
5
5.2
5.4
5.6
58
6
6.2
64
75%
1.3
15
1.7
1.9
21
23
2S
27
3
3.2
3.4
36
3.8
4
4.2
4.4
4.5
4.8
5.1
5.3
5.5
5.7
5.9
6.1
6.3
6-5
80Y.
1.4
1.61.8
2
22
2.4
26
2.8
3
3.3
3.5
3.7
3.9
4.1
4.3
4.S
4.7
4.9
5.1
5.4
5.6
5.8
6
62
64
66
05%
"
1.4
1.7
1.9
2.1
2.3
25
2.7
2.9
3.1
3.3
3.5
3.8
4
4.2
4.4
4.6
4.6
S
52
54
5.6
5.9
6.1
63
65
67
90%
1.$
1.7
2
2.2
24
282.8
3
3.2
3.4
3.6
3.8
4.1
4.3
4.5
4.7
4.9
5.1
53
5.5
5.7
5.9
6.2
6.4
66
68
95%
1.8
1.8
2
22
25
27
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
1oQY.
1.7.
1.9
Z12.3
2S
26
3
3.2
3.4
3.6
3.8
4
:4.2
4.4
4.6
4.9
5.1
5.3
55
5.7
5.9
6.1
6.3
6.5
6.7
7
105%'
1.8
2
22
2.4
2.6
28
3
3.3
3.5
3.7
3.9
4.1''
4.3
4.5
4.7
4.9
5.1
5.4
5.6
5.8
6
6.2
6.4
6.6
68
7
110%
1.9
21
2.3
2.5
21
29
3.1
3.3
3.6
3.8
4
4.2
4.4
4.8
4.8
' S
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
2.8
283
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
7.2
120%
2
2.3
2.S
2.7
29
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
50
6
6.2
6.5
6.7
6.9
7.1
7.3
125%
21
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 •
Point System Summary: Climate Lone 11
SCORE CARD
1. Ceiling Insulation
2. Wall Insulation
3. Raised Floor Insulation
4. `Slab Edge Insulation
S. Infiltration
6. Glass Heat Loss
Measures
k 3 w or
R -value [381 U -value (0.030]
R-value(11 U-value(0.0981
or
R -value[ U -value [0.0371
or
R -value (0] F2 factor [0.771
Standard
double] U -value 10.651
Point//Scores
0
% Total Glass 1161 Sum b
7. Shading (Shade Open)
% Glass SC Eff. % Glass
a. North x 7 _
b. East U x , 4L y 3
c. South x = 3 • *7 41 7_
d. West d S x
e. Skylight n x
8. Shading (Shade Closed)
a. North
% Glass
A. y x
SC Eff. % Glass
= /. f-5-
4-- /
b. East
10 • C/ x
= 7
. F =
c. South
q.,5 x
SE or HSPF .
Duct Efficiency [0.78]
d. West
a.< X
= f.4�
. - ._..
e. Skylight
CL x
=
9. Interior Thermal Mass
Zonal Control? ( Y / N)
TYPE 1 MASS AREA
butt Efficiency (0.74]
Effective SEER [7.031
13. Water Heating
_S b
COND. FLOOR AREA
-1
I
10. Exterior Wall Mass nterior iVass/CFA TYPE 2 MAss AREA = a
ND. FL OR AREA
Point Total:
SJu-m I --10
-+5,
Exterior Wall Mass
11. Heating System
. 7 s x
. F =
Zonal Control? ( Y / N)
SE or HSPF .
Duct Efficiency [0.78]
Effective SE or
_
[0.77/6.6]
. - ._..
HSPF (0.56/5.15]
12. Cooling System
, 4
Zonal Control? ( Y / N)
SEER 19-51
butt Efficiency (0.74]
Effective SEER [7.031
13. Water Heating
_S b
Type (SGIr>:, C-d'u [none]
Point Total:
SJu-m I --10
-+5,