HomeMy WebLinkAbout064-410-014.r
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64-4 -14 .,
Sheldon Williams
`100 Wycliff, lot 1 1 P�Magalia M
contr : i V Con ,t . ; ad-ise .' '
Permit 1 25
SPPORT TRU UR_E REQ.
MPACT ON EST REQ.
' 64-41-14
JO EASON
14397 4399 Wycliff.Way,lot 17,PP#5 .
Magalia
Contr: Ed Gleaso +
Permit#4030-87B P'E' `-
w duplex)
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ontr:d��f�`aq 0,6eason
-r 3336-88B(add•'-1z'ste s .ta.
p )duplex" .
B07-1504
064-410-014` '
MISCELLANEOUS Re -`Roof .
" RE -ROOF ,DUPLEX (50 SQ)
,14397 &14399..WYCLIFF WAY
•PALASTI, CHARLES A
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BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 ,
WEBSITE: www.buttecounty.net\dds _
_ PROJECT INFORMATION
Site Address: 14397 &14399 WYCLIFF WAY
Owner:
Permit No: B074504
APN: 064-410-014 � t
F
'I
Issued Date: 07/11/2007 By' KCG
_ PROJECT INFORMATION
Site Address: 14397 &14399 WYCLIFF WAY
Owner:
Permit No: B074504
APN: 064-410-014 � t
PALASTI, CHARLES •
'I
Issued Date: 07/11/2007 By' KCG
Permit type: MISCELLANEOUS
14824 MASTERSON WAY'
Subtype: Re -Roof
MAGALIA, CA 95954
Expiration Date: 07/10/2008
v.
, y
Description: RE -ROOF DUPLEX (50 SQ)
Occupancy: Zoning: R2
Contractor
Applicant:
Square Footage:
CHARLES PALASTI
CHARLES PALASTI '
Building Garage Remdl/Addn
5689 FICKETT LANE
5689 FICKETT LANE
PARADISE, CA 95969
PARADISE, CA 95969
Other Porch/Patio Total
(530) 877-2051
(530) 877-2051
- s -F EE INFORMATION
DBMSC Re -Roofing $287.00 ,
Total Charged: $287.00 Fees Paid: $287.00
Balance Due: $0.00 Receipt No: 113846
r LICENSED- CONTRACTOR'S DECLARATION,', •
_ " OWNER / BUILDER DECLARATION, -
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
CHARLES PALASTI 618173 / B / 04/30/2007
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing.with Section 7000) of Division 3 of the Business and Professions Code, and my license
pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000)
is in full force and effect.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 07/11/2007
the applicant to a civil penalty of not more than five hundred dollars ($500];
Please check one of the following:
Contractors Signature Date
I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
EI
WORKERS' COMPENSATION DECLARATION
COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR
,
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
the work himself or herself or through his or her own employees, provided that such improvements
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are not intended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.). ,
❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractor's License Law dows not apply to an owner of the property who builds or improves
My Workers' Compensation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the i
Contractors License Law.). r ,
Carrier: Policy Number: Exp. Date:
'
(This section need not be competed if the permit is or one hun hundred ($100) or ess.
I AM EXEMPT under Section B. 8 P.C. for this reason:
I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
ISSUED, I shall not employ any person in any manner so as to become subject to the Workers'
-
Compensation laws of California, and agree that if I should become subject to the workers'X
+ 07/11/2007
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
Owner's Signature Date
provisions.
X 07/11/2007
_ s. _ _ .. _ _ ,• __ _ _.. _ .,.
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Signature Date
WARNING: F�ILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
injury, including death, and property damage caused arising out of, or in any way connected with
HUNDRED THOUSAND DOLLARS 5100,000, IN ADDITION TO THE COST OF COMPENSATION,
( )
the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
County to enter the above mentioned property for inspection purposes. I hereby certify that I am the
property owner or am authorized to act on the property owners behalf.
CONSTRUCTION LENDING AGENCY_„
_
Gr/ / C " 07/11/2007
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of Permittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ, code)
,
Owner contractor OR; DAgent for Owner Agent for Contractor
y171 FILE COPY I
Lender's Address city' State Zip
3
Z
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
OFFICE #: (5')0)5')8-7541 FAX #: (530) 538-2140
A FEE WILL BE REQUIRED AT TIME OF APPLICATION
Website: w,,w.buttecounty.net/dds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Name
kA"
First Name
I 11i'�L"✓
Mailing Address tpZ 11-0 j f ez Qit .
City p
State G4
Zip '9 rq 6
Phon �3� 4P7v _�d �3
Fax
E -m it
APPLICANT INFORMATION
CONTRACTOR
Name
Name
ClIC71-le'r
Address
�y ez y
Fax
Cityka-011
Zip
State
ZipIf f
Phone
73 _ � 1
Fax
State License Number
E-mail
Lic. #
/ 00 / 73
Class
APPLICANT INFORMATION
ARCHITECT/ENGINEER
Name
City
Address
Zip
City
Fax
State
Zip
Phone
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name
Address
City
State
Zip
Phone
Fax
E-mail
APPLICANT SIGNATURE
X
PERMIT
NO.
BIN #
PROJECT LOCATION
API D 01
Property Address q 7 _ 3,91 ll
City �� 9
WORKER'S COMPENSATION
Policy Number
Carder
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
DESCRIPTION OR SCOPE OF WORK:
E. civ pox f�q,C
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits ,
❑ Proposed Change of Occupancy
(Note previous use):
For office use only:
Zoning
Flood Zone
SRA
Yes No
Occ.
Type Const.
A
OROVILLE, CALIFORNIA
GENERAL CLAIM
CLAIMANT: Tri -V Cmstru*t ton Co.
ADDRESS: 6158 Fern Lane
CITY & STATE: 2arsdisev CAi 95969 IMPORTANT:
$i38t 4�,1g76 SEE INSTRUCTIONS
DATE OF CLAIM: ON REVERSE SIDE'
SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES
DATE
DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY)
AMOUNT
Ua bta to issoe pewit for mob tlahme dui to kcftfag
(Ofters Sheldon W"LUUM , Appin, 04 1 -7 , R.eastpt *149465s,
AJ? IA-41-14)
—_
Plumbing pavolt foo 0 -0** -40.00 .
p.��. rQ����/��rayr tt l�
S\7i1�++ � RJ E +w�.w��M�M�rr�►ww+►� �,7V
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Q
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TOTAL
$48
30
I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this
claim is true and correct as stated.
Datedthis .................................. day of ............................. 19....... at.....:..:.........:..:.......... Calif......................................................................................
Signature of Claimant
I, the undersigned, hereby certify that, to the best of 'my knowledge, the services or articles specified above have been performed or de-
livered and that there is a Budget Appropriation or Specific Boardy�Appprovall`F_ (Checkone) for the same.
�' 98 ravill-e
Dated this ...............���o
............ day of .. .................... 19......, .t ........:..:.................. . Calif.....................................................................................
Department Head or Authorized Deputy
Dept. Exp.
Code Code PAYABLE FROM............................................................................................ FUND
DO NOT WRITE BELOW THIS LINE _ AUDITOR'S USE ONLY
VENDOR
CODE
DEPT.
& SUB.
PROD•
SUB.
0BJ.
CLAIM
NO.
INVOICE
NO.
INVOICE
DATE
DISC.
GROSS
AMOUNT
ENCUMB.
SUB -DIST.
r
INSTRUCTIONS to CLAIMANTS
All claims against the county must be itemized, giving dates and
character of service rendered or work performed, quantities, de-
scription and unit prices of articles furnished or delivered.
Claims must be certified by the claimant and submitted to the De-
partment head for approval. Upon approval the Department head
will forward claim to County Auditor for payment procedure.. Do
not file with the County Auditor first.
Claims should be presented to officials for approval immediately
upon completion of services requested or material ordered.
Claims are paid every Tuesday; however, same must be approved by
officials and in Auditor's office before preceeding Wednesday noon.
Compliance with above will expedite payment of claim, failure to do
so may delay payment considerably.
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Urovi Ile, California 95965
Telephone: 534-4541
APPLICATION AND PERMIT �--
1— VUUn y vi ODU. IU CIIICI UPUn LIIC
above -me ioned propertt�y//for inspection purposes.
X `2G �!/ Date 7 1,,2
Signature of Permitee or Age
Receipt No.
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By
Building permit expires Date
Date
BUILDING
Owner L��� Y W ! l.r, y
SQ. FT. OCC. BUILDING VALUATION
Mai I i ng Address
Telephone No.
Fireplace
Contractor ts 'T
Total Valuation
"7
Mailing Address ` /[
Permit Fee.
Plan Checking Fee&/or Penalty
T e h ne No.
Permit Fee $
Building Address
PLUMBING No.1 @ FEE
PERMIT FILING FEE $3.00
(Ar
Each Trap 1.50
> 5
.yg
9P/9
Repair drainage or vent piping 1.50
Water piping
�1
L i m Verticaflan Qnly
Each gas water heater or vent 1.50
` %�
A. P. No. onl q'tS
^ �' / R.11ning
Gas piping system 1 - 5 outlets 1.50
Each additional outlet .30
F
`tM'Ll
anitatio
Fire Dept.
Fire Zone Use Permit
Building sewer 0^
EQA
Parking
Plans
Parcel
Declaration
parcel Ma P
60' R/W
ImprovementsLawn
sprinkler system 2.00
Bldg. J9rU9 re,d I
Parcel Approval
I Plans Approval
Permit Fee
NEW ❑ ADDITION ❑ UTILITIESOTHER ❑
ELECTRICAL No. @ FEE,
PERMIT FILING FEE $3.00
—
Main service 100 AMP ORSLESS 5.00 IS'—
Main
Main service EA. ADD'L too AMP 2.50
Single Family ❑ Duplex ❑ Mobil Home Others ❑
Main service 1100EAMP OR LESS 25.00
Main service/ EA. ADD'L too AMP 1.00
Aim
NEW CONST.DWELING
OR ADDNS. ( ACCLBLDGS.CCUP. &) 22.sgft
NEW CONSTR. MULTI -OUTLET
NON-RESID. (BRANCH CIRCUITS)2.50ea
NEW CONST. POWER APPARATUS &
NON-RESIR
D. (SINGLE OUTLET CIR.
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
style of: `
Ex. Occup(OUTLETS OR FIXTURES) BAL @1
FIXED APPLNS. OR
EX. QCCU P -(OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00 IS- ^
License No. 3 OZ O
�/' / Classification _
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $ 9's -r-4
$54
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑ I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
LJcertify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No.1 @ I FEEPERMIT
FILING FEE J$3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
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
TOTAL PERMIT FEE
�s
$ 6
1— VUUn y vi ODU. IU CIIICI UPUn LIIC
above -me ioned propertt�y//for inspection purposes.
X `2G �!/ Date 7 1,,2
Signature of Permitee or Age
Receipt No.
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF PUBLIC WORKS
By
Building permit expires Date
Date
4030-87
PERMIT NO., 3336-888B
PERMIT EXPIRES �O r
OWNER JOE GLEASON
CONTR. Ed Gleason
ASSESSOR PARCE64-41-14
LOCATION 14397 & 14399 Wycliff Way, Magalia
Temp. Power Pole
= OK
0 = Not OK
= Not Read�yable MOBILE HOMES
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support -Sketch
3. Sewer; Location -Test -Fall -C/O -Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete
6. Gas; Location -Test -Wrap: / P1 ft.
/ /"Nat. or/ /"L"ft./ /"LPG
7. Utility Clearance
Card -B1 Date Card -131 Date
Card -61 Date Card -131 Date
Date MOBILEHOME 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
Card -131 Date Card -81 Date
Card -131 Date Card -131 Date
MISCELLANEOUS
_Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-
Shthg.-Rfg.-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Elec.
8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Card -131 Date Card -131 Date
Card -131 Date Card -131 Date
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 -Panel boards -Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Card -131 Date Card -131 Date
Card -131 Date Card -131 Date
= OK
0 = NotOK
RESIDENTIAL (Single and Duplex)
-
=Not Applicable
=- Not Ready
Date UNDERFLOOR (Plans) OK except #'s
1. Zoning -Setbacks; -Easements -Flood -Slope
2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
3. Ftg., Garage; Soils -Steel-/ P' Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth
5. Stemwalls, Main; Steel- Blockouts-Wrapped -
6. Stemwalls, Garage; Steel- Blockouts-Wrapped
7. Slab; Steel -Wrapped
8. Piers -Fireplace Ftg.-Steel
9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test
10. Gas Pipe; Size -Anchors
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric; Underground
13. Plenums & Ducts; Clearance-Material-Supprt-Ins.
14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
15. Insulation
Card -B1 Date Card -B1 Date
Card -131 Date Card -B1 Date
Date PLUMBING (Permit) OK except #'s
16. Water Ht. Vent -Access -Combustion Air -Baffle
17. Water Pipe; Test & Anchors -Nail Protection
18. D.W.V.; Test-Fttngs & Anchors -Nail Protection
19. Shower Pan; Test, First Floor -Tub Access
20. Test Tub & Shower, 2nd Floor -Tub Access
21. Gas Pipe; Size & Anchors
Card -81 Date Card -131 Date
Card -B1 Date Card -B1 Date
Date ELECTRICAL (Permit) OK except #'s
22. Fixture & Transformer Clearance -Ins. Protection
23. Elec. Receptacles Spacing -Lights & Switches at Doors
24. Size Boxes & No. of Conductors -Stapled
25. Romex Installed Close to Edge of Studs & C.J.
26. Equip. Ground made up w/Meeh. Fasteners -Bond Gas & Water
27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I.
28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga.
Cu or Al
29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al.
Insulated Neutral Yes No
30. Service -Riser Conductors & Ground -Main Disconnect
31. Equip. Clearances Panels-Motors-Mech. Equip.
32. Clothes Closet Light -Shower Light -Spa Light
Card -B1 Date Card -81 Date
Card -131 Date Card -131 Date
Date MECHANICAL (Permit) OK except #'s
34. A.C. Ducts Insulation & Support
35. Vent Fan; Exhaust above insulation
36. Condensate Drain & Overflow; Size & Grade
37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet
38. Attic Access & Platform if Furnace in Attic
Card -131 Date Card -B1 Date
Card -131 Date Card -81 Date
Date FRAMING (Plans) OK except #'s
39. Sills, Proper Material & Anchors
40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound
41• Bearing Walls over Girders & Floor Nailing
42. Draft Stop in Walls (rat proof)
43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
44. Header & Beam -Size & Bearing
Date FRAMING (Continued)
45. Hangers -Post Caps -Anchors -Connectors.
46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng.
47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
50. Garage Fire Protection Framing
51. Property Line Firewall & Openings
52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
55. Siding -Nailing Veneer
56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
57. Glazing Area -Glass Protection -Skylights -Plastic
58. Shear Walls; Nailing -Bolts
59. Insulation-Walls-Clg.
60. Infiltration-Walls-Wndws
Card -131 Date Card -61 Date
Card -81 Date Card -B1 Date
Date FINAL (Plans) OK except #'s
61. Ext. Steps -Door & Sidelight Protection -Landings
62. Smoke Detector
63. Furnace; Vents -Clearance -Com' ir--Connector-
In Garage; Above FI or -Ducts- c . Protection
64. Bedroom Exiting
65. G.F.I. & Bath Fixture Tub Acc-Spa
66. Elec. Trim & Subpa - Breaker Si -Labels
67. Stairs & Rails
68. Fireplace or Stove; ranc e r
69. Elec. Outlets at Wo ane
70. Kit. Fixt. & Appliance, rnd. r - ooking Clearance
71. Elec. Outlets & Rec cles at Kit. Counter
72. Garage Fire Door; Swing -Landing -Closer
73. A.C. Duct in Garage- amper
74. Wtr. Htr.; Vents -tar, a -Comb. Air-Connector-P.R.V.-
In Garage; AboI r ech. Protection
75. Plb., Elec. & Mech. qu' . Listed for Location
76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
77. Insulation -Foam -Looked in Attic ❑ Yes
78. Guard Rails & Deck Construction -Post Caps
79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No;
Planters ❑ Yes ❑ No
8i, Stucco; Brown -Finish
82. A.C. Unit; Disconnect, Electrical, Plumbing
83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to
Openings.
84. Water Well; Disconnect, Electrical, Plumbing
85. Exterior Elec. Trim; G.F.I. Receptacle -Underground
86. Ventilation throughout House
87. Glass Protection
88. Corrections from Previous Inpections
89. Gas Test -Meters Tagged; Gas -Electric
90. Water & Sewer Connected -C/O to Grade -HD Approval
9i. Energy Compliance Certificate -Other Certificates
92. Roofing Certificate
Card -131 Date Card -131 Date
Card -81 Date Card -131 Date
Card -B1 Date Card -B1 Date
Comments at Final:
(NOTE: An entry must be made each time you visit job site)
i;
- _ COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541
APPLICATION AND PERMIT
P FJIMI T PI O.
ASSESSOR PARCEL NU BE
(- ��-/
ZO ING
/'e a
BUILD NG PERMIT
OWNER
TELEPHONE
,SQ. FT. OCC. BUILDING VALU TI
`bN
O WNER'S� (LING A DRESS
li
CONT ACT S AMT
L23EPHONE
,
CONTRACTOR'S MAI LI AD R S
j
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
rl
Filing Fee
$ 1110.00
LENDER'S MAILING ADDRESS
Permit Fee
$ I
ARCHITECT OR ENGINEER
LICENSE NO.
r
Plan Checking Fee
$ 1
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$ i
BUILDING ADDRESS,. /
3 97¢ / .399 0
Permit fee
$ (
PLUMBING PERMIT
Filing Fee 10.00
or
Each Trap '
2.00 i
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME
0
PARCEL MAP
Water piping
5.00 I�
Each qas water heater or vent
5.00
USE OF STRUCTURE
,���� -���
SF El Mobilehome❑ Other a gtl�
SPECIFY
Gas piping system 1 - 5 outlets
5.00 !I
Building sewer
5.00
Mobile Home S G W
10.00 ea
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities [:1 Installation[:] Other E]
S -4z) (/�f' M
Describe work: � -A,;
Zo o A YO
Permit Fee
$ {
Contractor
,
ELECTRICAL PERMIT
Filing Fee {f 10.00
Main service BOOV OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50 1
CONTRACTORS LICENSE LAW J,
I declare under penalty p I y (check.one):
of perjury
F-1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
�or sale. (Sec. 7044)
I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST. DWELLING OCCUP.✓f
OR ADDNS. ( ACC. BLDGS.
, /:¢sgIt
NEW CONSTR. MULTI -OUTLET
NON.RESID BRANCH CIRC ITS
2,50 ea I
POWER APPARATUS e
(SINGLE OUTLET CIR.. )
Ex.- Occup(OUT LETS OR FIXTURES
ALO SOC I
.0050FIXED
APLINIS
Ex. Occup. OUTLETS PRESID )RE A.)
2.00
Temporary service
10.00 l .
Mobile Home Facilities
15.00 l
Misc. Wiring
15.00
I
Permit Fee
$ !I
Contractor
iI
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation, Insurance or a Certificate
�of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California. ,
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
. MECHANICAL PERMIT
Filing FeeF10.00
Heating
j
Cooling
I
Hood
3.00 k
Ventilation
l
Permit Fee
$
Contractor
C
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 t0 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 sai County in consequence of the granting of this permit.
X�" ,L Date 16,12 ^a
Signature of Applicant — Owner Contractor ❑ Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $ H
TOTAL PERMIT �(,-
occu P.
COHST.TrPe
FLooD PAA
PD
HD �
ISSU
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
C OR PUBLIC
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date �/ ��'
Receipt No.BY
WHITC-D. P. W., TELLOW-AS B($30R, PINK -INSPECT R. GOLD EN R OD -APPLICANT
J
jam. vf'Ys-"4+M .L "SF riiii7evi+ .r V;.
' COUNTY OF BUTTE - DEPARrtNIE.JNTzOF PUBLIC WORKS - BUILDING DIVISION
4• k
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 t'
PERMIT APPLICAtfl-ON DATA SHEET
�Q fYr
Permit No.
OWNER A. P. No.
Proposed Building Use "LV/S Building Inspector z�--- Date
At time of permit application, I was advised the following data must be submitted prior to permit processing
and:/or issuance: DATE RECEIVED APPROVED
1. All -items.have been submitted. . . . . . . . . . . .
2. Plot plans in duplicate./triplicate, signed by preparer of plans. !�
3. Complete plans in duplicate./triplicate, signed by preparer of plans.
4. Complete engineered plans and calcs, with wet signature on -plans. I�
5. Plans with Energy Design Compliance Statement. . . . . , iC
r
6. School District "Fees Paid" Stamp on Floor Plan.
7 Statement of Intent for Non -Heated and AC Buildings. �F
8. Fees of $ , , , , , , , ,
9 Letter of signature authorization,. C
Sanitation approval from �� Health Dept.
11. Planning approval for (A) Use: (B) Parking:-
12.
arking: 12. Certificate of Workmen's Compensation Insurance. . . . . . �.
it
13: Contractor's License Information (no., name style, classif.) i
14. Owner -Builder Verification (Given to owner[], Mail to owner ❑) I
_15. Improvements may be required. . . . . . . . . . . . G
16. Mobilehome Installation Data. . . . . . . . . I�
Pre-Inspec. request to I
17. Pre -Inspection for Required. (Date)
P q Building In
18. Recorded copy of Agricultural Acknowledgment Statement.
19. Driveway Permit. l�
20. Plot plan approval from city of ik
21. Engineered trusses in duplicate (required prior to plan check).-
22.
heck). 22. 4
When you issue the permit, process as follows:
—Mai l to owner, Mail to contractor:
(./Telephone 5i 310>(7-2 and hold for pickup at ��1 of_f-i'ce, Deliver w/inspector. I
Other I
a I _
Applicant � � '�~ Date Ile
Copy of plans sent Health Dept., Fire Dept., Other Date it
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required: �k
iI
Contractor, designer, owner, was advised of above required data by_phone----jnail—counter by date {�
Contractor, designer, owner, was advised of above required data by_phone_mall_counte try date
Plans checked b Date Plans approved b 1 Date ®"��'I�'
Y PP Y
Sets of plans on hold in File cabinet AP folder / !I ,
Copy—DPW
TO Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Location
Plarl- Approved for: . Sewage Disposal
Hold final for:
Final clearance O.R. for:
Clearance for bedroom mobile home., Other
NOTE * * *
7t
AP#
Water Supply
Water.Supply
Water.Supply
E
,o
PERMIT NO. —
PERMIT EXPIRES U
OWNER T GLEASON
CONTR. Frl (,1 Paann
ASSESSOR PARCEL 6/4-41-14
s
LOCATION. 14'197 & 14199 Wgrl i ff Wag, M�agalia
OFFICE COPY
,t
Address
�}t .Jb G�f C�i,l2.Cin i fUNI.N
GAS
I i Meter By Date
k IELECTRIC
Meter By �^�.L'r."� Date YJ H
r�
OFFICE COPY
'Address 14.397 dtl air IndY
0NC C>/tchir OWLy—cAHn/k�l
GAS
! Meter By Date
ELECTRIC'
Meter.By Dates --P-88 i r
OFFICE COPY
Address
7/
F} Temp. Powi �"""" "y Date
ELECTRIC a2 S(
Called i Meter By Date U
Temp. Elec. Service -
Called PG&E.
Temp. Gas Service
Called PG&E
JOB FINALED (Date) a r
Signature
�
I
,o
PERMIT NO. —
PERMIT EXPIRES U
OWNER T GLEASON
CONTR. Frl (,1 Paann
ASSESSOR PARCEL 6/4-41-14
s
LOCATION. 14'197 & 14199 Wgrl i ff Wag, M�agalia
OFFICE COPY
,t
Address
�}t .Jb G�f C�i,l2.Cin i fUNI.N
GAS
I i Meter By Date
k IELECTRIC
Meter By �^�.L'r."� Date YJ H
r�
OFFICE COPY
'Address 14.397 dtl air IndY
0NC C>/tchir OWLy—cAHn/k�l
GAS
! Meter By Date
ELECTRIC'
Meter.By Dates --P-88 i r
OFFICE COPY
Address
7/
F} Temp. Powi �"""" "y Date
ELECTRIC a2 S(
Called i Meter By Date U
Temp. Elec. Service -
Called PG&E.
Temp. Gas Service
Called PG&E
JOB FINALED (Date) a r
Signature
= OK
0 = Not OK
= Not -Applicable MOBILE HOMES
MISCELLANEOUS
Date
MOBILE- HOME UTILITIES (Plans) OK except #'s
Date
. DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s
1. Zoning Requirements -Setbacks -Easements ,
1. Zoning Requirements -Setbacks -Easements
2..Soils; Special MH Support -Sketch
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
_ 3. Sewer; Location -Test -Fall -C/0 -Concrete .
3., Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
.4. Water;: Location -Test -Easement Needed (Sketch)
4. Wood Awn.; Posts=Beams-Rftrs.-Connec.-
Shthg.-Rfg.-Bracing
5. Electricity; Location-Clearances-Grnd.-/ /.Amp -Concrete
6. Gas; Location -Test -Wrap: / /"L"ft.
/ /"Nat. or/ /"L"ft./ /"LPG
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Utility Clearance
7. Elec.
8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
Card -131
Date Card -81 Date
10. Roof; Shthg-Roofing
Card -131
Date Card -81 Date
11. Ext.; Steps -Doors -Landings
Date
MOBILEHOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
Card -Bi
Date Card -131 Date
2. Footings; Size -Spacing -Marriage Line
Card -131
Date Card -81 Date
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
Date
POOLS (Plans) OK except #'s
5. Drain; MH Test -Fall -Flex Connector
1. Setbacks -Easements
6. Water; MH Test -Regulator -Connector
2. Soils; Compaction -Structure Stability
7. Water and Sewer Connected -C/O to Grade -HD Approval
3. Pool Structure; Steel -Connections -Thickness -
Dead Men -Lining
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
4. Elec.; Receptacles and Lighting, Distances-GFI
10. Cert. of Occupancy
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg.
Boxes- Enc losures- Panel boards- Ins. to Main in Conduit
Card -B1 Date Card -81 Date
Card -131'
Date Card -131 Date
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Card -131
Date Card -B1 Date
Card -81
Date Card -81 Date
= OK'-
°=•NotOlt
RESIDENTIAL (Singl`e and Duplex)
-
=Not Applicable
= Not Ready
Date UNDE FLOOR (PI s) 0K excep #'s i177Date FRAMING (Continued)
Z
Main; $efts,
Garage; Soi
Porches & 1
nwalls, Main;
n.walls, Gara(
9X.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test
10.)Qas Pipe; Size -Anchors
11.Xater Pipe; Test -Anchors -Regulator -Service Test
12.Xiectric; Underground
lation
Card -B1 (4W Dated (,'-,Fo Card -B1 Date.)'—
Card-131
atejCard-B1 /A) Datef.16_ S?y Card -131 Date
Date - PLUMBING (Permit) OK except #'s.
16. Water Ht. Vent -Access -Combustion Air
ater Pipe7fest & Anchors -Nail Protection
W.V.; Test-Fttngs & Anchors -Nail Protection
W. Shower Pan; Test, First Floor -Tub Access
20. Test Tub & Shower, 2nd Floor -Tub Access
21. Gas Pipe; Size & Anchors
ie
Card -131 GTG Date 531D53Card-B1 Date I
Card -B1 e --r- Date il.1 -8% Card -81 Date
Date ELECTRICAL (Permit) OK except #'s
22'Fixture & Transformer Clearance -Ins. Protection
Elec. Receptacles SpacingLights Switches at Doors
2 z Boxes & No. of Conductors -Stapled
. Romex Installed Close to Edge of Studs & C.J.
26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
2 Appliance Circuits in Kitchen & Conductor Size
ubfeed Wire Size / / ga.u r AI-A.C. Wire Size /C�/ga.
y r Al
Range Circ. / / ga. u or AI -Oven Circ. / / ga. Cu or Al.
Insulated Neutral es No
30..Service-Riser Conductors & Ground -Main Disconnect
y% Equip. Clearances Panels-Motors-Mech. Equip.
X32. Clothes C ose fight hower Light-SDa LiahtPlC FWKL
Card -131 CCl Date S 3l-$BCard-B1 Date I
Card -131 Date Card -131 Date
Date MECHANICAL (Permit) OK except #'s
33. M. Ducts Insulation & Support f,
ent Fan; Exhaust above insulation
35. Condensate Drain & Overflow; Size & Grade
36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet
37. Attic Access & Platform if Furnace in Attic
Card -B1 GG Date 5-3/Bard-B1 Date
Card -131 Date Card -B1 Date
Date FRAMING (Plans) OK except #'s
Sills, Proper Material & Anchors
i'Walls Studs -Nailing, Spacing & Bracing—Plates-Sound
go Bearing Walls over Girders & Floor Nailing
+e Draft Stop in Walls (rat proof)
. Fire Stops; Furred Ceilings -Stairs -Chases -Tub
Header & Beam -Size & Bearing
(45)CIng. Joist-Rftr. Ties-Purlin-Roof Brac. Truss-Shthng.)Rfng.
JA�Tireplace Ties or Type A Flue -Fireplace Throat
7 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
farage Fire Protection Framing
r roperty Line Firewall & Openings
1. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
Siding -Nailing Veneer
55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
Jt Glazing Area -Glass Protection -Skylights -Plastic
57. Shear Walls; Nailing -Bolts
58. Insulation-Walls-Clg.
5$. Infiltration-Walls-Wndws
UC &JA-' FaM*_Z ; -(; ..S'-3 i-fs'B
Card -131 (A ..r Date 3t, -Gard -B1 Date
Card -B1 (C Date g-/ -,9Q Card -131 Date
Date NA lans) OK except #'s
xt. Steps -Door & Sidelight Protection -Landings
Smoke Detector
62. Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor -Ducts -Mach. Protection
W.. Bedroom Exiting
6".F.1. & Bath Fixtures & Tub Access -Spa
&5'Ele Trim & Subpanel; Breaker Sizes -Labels
ta' s & Rails
fireplace or Stove; Clearances -Hearth
68. Elec. Outlets at Wood Panel; Int. & Ext.
it. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance
42r . Outlets & Receptacles at Kit. Counter
arage Fire Door; Swing -Landing -Closer
72. A. Duct in Garage -Damper
tr. Htr.; Vents -Clearance -Comb. Air -Connector
In Garage; Above Floor-Mech. Protection
fd. Plb., Elec. & Mech. Equip. Listed for Location
. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
76. Insulation -Foam -Looked in Attic O Yes
uard Rails & Deck Construction -Post Caps
Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth
Clearance Looked under 22- 0 Yes
71?rFollowing instld.; Drive es 0 No; Walks es 0 No;
Planters ,WYes 0 No
80. Stucco; Brown -Finish
8 A.C. Unit; Disconnect, Electrical, Plumbing
nts Above Roof; Plbg.-Appliance-Firep I. -Clearance to
Openings.
83. Water Well; Disconnect, Electrical, Plumbing
Alf. Exterior Elec. Trim; G.F.I. Receptacle -Underground
Ventilation throughout House
Aftus Protection
Corrections from Previous Inpections
110. Gas Test -Meters Tagged; Gas -Electric
. W r & Sewer Connected -C/O to Grade -HD Approval
APA.nergy Compliance Certificate -Other Certificates
Card-B1s' Date QjQ.�ard-B1 Date
Card -B1 C� Date\ A%-8�13 Card -81 Date
Card-131(Ty<;, Date \O-14.g80ard-81 Date
Comments at Final:
(NOTE: An entry must be made each time you visit job site)
�X � t?th '-S.� . ..;. ��'T, '�+, _ t _ Y� -' .i�.�., w►�;,�Jlr�%•�.X�'�".t
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
q,
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.
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
e4 87
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.
F1
�= t?oMMbnlTV- d' 6KrAVO/Z. Qn/ C5A(R`FAGQr
/wrlAA>LI- RPI-jG XT lrj(lot2 \s as
/F �2 a %t► � �'�1 JPI LA) A `T o 012
- \rJS0LNTI-a J ISlk O F LA V� ig2 R,Ay
vJA141'6 VJ
r`t(' ,t^ II �u,-,rL z' \AkG(A lit i t A -J 10
S PA C +,-jG o w GU A ie�, 9A#
5At.Jb.� Hasa . vt6s,
1•�Q,.,�2a1, �n �� _ �a ��
i` vyoCIC C9 1 zl-, i2 :� o InJ r s.
- �D1Tla�►q� oS-t NT (2 - . (o—Sri2 �rck_
Qt�riss�2�z, 2r.0 - Fa A t,iATr pe -r
— k 2 14 (a
I NStiL AeTl
5\� t40 KO nn
NQ -v-
SSC f ci oS,�i2 AT- GARAGE �:'),D(2_
InspectorDate / ' 3d' di
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
G (- e a s,) n/ !q 3O -'a te
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.
dLZ A U Si'ti s tiNX rg kj vT roj2cq- to t'l0 /n/
oxL
Ri
--�(Z AM mis P rz rb zz,,/-
3- Wr-N(mi A;rtic �ec5-ss'r- t,)MGX (�7
��NscAc ► � .t6��T nvr�iZ� -- �c A2 ��� Qlnll�InlG f-1='�- o� t3�1�
�G
Di n�a
Inspector If LLL-- Date S- -2h-dU
950 14th St, Oroville
gas & ele/SF
k mi S Foreman Creek, B.C.
New Residence
142 Dresher Tract Rd, Oroville
New deck/MH
7415 Reservoir Rd, Palermo
New decks/MH
14760 Northwood Dr, Magalia
Transfer contr
14760 Northwood Dr, Mag.
transfer contr
9977 Jones Ave, Durham
New Residence
Chads P1 & Centennial, Chico-
Lawn sprinkler
956 Humboldt Ave, Chico-
Repair/SF
126 Ward Blvd, Oroville
3rd renewal
2925. Morseman A e, Chico
1st renewal/SF
N/S Grubbs Rd, � Dist Center
Dr gas piping
2505 Esplanade, Chico
plbg vents
E/S 6th, S Chatfield, Biggs
gas piping
9081
Stanford Ave, Chico
solar & gas wtr htr
SE/S
Willow Rd,.S Humbug
lst renewal
772
Colorado, Chico
1st renewal
381,B
Street, Biggs
Reroof/SF
6346
Cumberland, Magalia
Electric/MH
2869
Cohasset Rd, Chico
AC/Church
1493
7th St, Oroville
Replace Siding
15-4,502.
1,176.
3,168.
22,408.
1,920.
500.
le�J)2
ZY — off'(ih JY d,,v
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
„%• : 196 Memorial Way, Chico — Phone: 891-2751
y 7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
r�6 SO 'V U-/�?b- 7
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 co"
ction of work is completed. If you have any question pertaining to this
matte or need additional explanation, please contact this office immediately.
Inspector_. . Date
—
Lal
Owner: KU GLLA�)u1y y
ENERGY C,ERT,IF ICA.T ION
W cliff Way - Maglia
LOCATION A.P. No.
DESCRIPTION OF INSULATION
ROOF
Material Brand Name
Thickness(inches) Thermal Resistance (R Value)
EXTERIOR WALL Certainteed
Material Fiberglass Brand Name --
Thickness (inches)
ameThickness(inches) 3z" Thermal Resistance(R Value) R-11
CEILING
Batt or Blanket Type Brand Name
Thickness(inches)Thermal Resistance(R Vlue)
Loose Fill Type Insul Safe Brand.Name Certainteed
Minimum Thicknesi(Inches) Number of Bags Wt. per bag lb.
Area covered(ft. ) Thermal Resistance(R Value) R-30
FLOOR, ELEVATED
Material Fiberglass
Thickness(inches) 6"
FLOOR, SLAB
Material
Thickness(inches)
Width(inches)
FOUNDATION WALL
Material
Thickness(inches)
Brand Name
Thermal
Certainteed
Resistance(R Value) R-19
Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
I hereby certify that the above insulation was.installed in the above building
in conformance with the State of California Energy Requdrements.
Shasta Insulation 272941 .
FIRM NAME/OWNER STATE CONTRACTOR -'S LICENSE NO.
SIGNATURE OF INSTALLATION APPLICATOR DATE
I hereby certify the above insulation and all required items as shown on the
Building Department approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO.
SIGNATURE OF (iE.NERAL 'CONTRACTOR OWNER DATE
THIS CERTIFICATE MUST BE.ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING.
January 1984
Uwner : K" GLL' AJu1V
W
ENERGY CERTjFICA.TION
Lff Way - Maglia
LOCATION
DESCRIPTION OF INSULATION
ROOF
Material
Thickness(inches)
EXTERIOR WALL
Material Fiberglass
Thickness(inches) 32"
CEILING
Batt or Blanket Type
Thickness(inches)
Loose Fill Type Insul Safe III
Minimum Thicknesi(Inches)
Area covered(ft. )
FLOOR,' ELEVATED
Material Fiberglass
Thickness(inches) 6"
FLOOR, SLAB
Material
Thickness(inches)
Width(inches)
FOUNDATION WALL
Material
Thickness(inches)
A. P. No.
Brand Name
Thermal Resistance (R Value)
Brand Name Certainteed
Thermal Resistance(R Value) R-11
Brand Name
Thermal Resistance (R Vdlue)
Brand.Name Certaintee
Number of Bags Wt. per bag lb.
Thermal Resistance(R Value) R-30
Brand Name Certainteed
Thermal Resistance(R Value) R-19
.Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
I hereby certify that the above insulation was.installed in the above building
in conformance with the State of California Energy Requirements.
Shasta Insulation 272941
_ FIRM NAME/OWNER /
SIGNATURE OF INSTALLATION.APPLICATOR
STATE CONTRACTOR'S LICENSE NO.
0
DATE
I hereby certify the above insulation and all required items.as shown.on the
Building Department -approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
9'1f7yGW %/vaw 4�:014./s7 .
FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO.
SIGNATURE OF (iE.NERAL CONTRACTOR OWNER DATE
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING.
January 1984
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT
C NO.
7 County Center Drive - OrovWe, Ufnrnia 95965 - Telephone: 916/538-7541 �JL,^ (�
APPLICATION AND. PERMIT
ASSESSOR PARCE N MBER -
-.
ZONIN
BUILD PERMIT
OW NE�
G eQso
T LEPHONE
k€7-' oS�
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILIk7l "Zis J
(/ (if/ Q�f( , G` � � �
S.5,_-2
CONTR TOR'S NAM
n
TEPHONE
n
�S
1
CONTRACT R'S MAI I 'ADDRESS
7� • Q
FireplaceA'
CONSTRUCTION LENDER'UN OWN
Total Valuation $
27 _57
Filing Fee
$ X10,00
LENDER'S MAILING ADDR Ss
Permit Fee
$
ARCHITECT OR ENGINEER -
LICENSE No.
Plan Checking Fee
Ener Plan Checkin Fee
Energy g
$
ARCHITECT OR E INE R'S MAILING ADDRESS
(as '
Penalty
$ ,
BUILDING ADDRESS
Permit fee
$
PLUMBING PERMIT
Filing Fee 110.00
g35?7. t 6409 ! / _
7 W
Each Trap
2.00 ,
Solar or heat pump water heater
20.00
LOT NO. SUBDIVISION NAME
14 P . 7L
A L MAP
Water piping
5,00
Each qas water. heater or vent
5.00 1
USE OF STRUCTURE
SF JVDUSE
Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00 e.
Mobile Home S I G I W
0.00ea G
TYPE OF WORK
New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑
Describe work: _ i
. Permit Fee
$
Contractor
ELECTRICAL, PERMIT
Filing Fee 10.00
e00V OR LESS
Main service 100 AMP OR LESS
10.00
Main service EA. AOD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
1 declare under penalty of perjury (check one):
am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Profession Code tand my license is in full force and effect.
U C-3&
License No. Classification _/3 5%
❑ 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. , Busiriess and Professions Code
for this reason
NEW CONST. DWELLING OCC
OR ADDNS. ( ACC. BLDGS.
y20sgft
NEW CONSTR. U I.OUTLET
NO.RESID BRANCH CIRC ITS
2.50 ea
POWER APPARATUS e
SINGLE OUTLET CIR. )
Ex. Occup OUTLETS OR FIXTURES
20 0 50t
SALO 30 1
FIXED PR
Ex. Occup. OUTLETS (RESID )EA.)
2.00
Temporary service
10.00
Mobile Home Facilities
15.00 I
Misc. Wiring
15.00 ` 'l
Permit Fee
$
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑ 1 have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement,should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
Filing Fee 10.00
Heating
i
Cooling
Hood.
3.00
Ventilation
'
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the County of
Butte to enter upon the above-mentioned property for inspection purposes.
1 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��`j� Date /.��%
—1—_ m z—�%
Signature of Applicant — Owner ❑ Contractor X Agent p
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
TOTAL PERMIT FEE $
OCcuP.
CONST,TYPCJ
ISCNOOLI
11*0PARC
PD
F,D JV IsS
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
By '' __
P IT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS . 1
Date
�� ;�
Receipt No. 3� ?9 -
WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT
I COUNTY OF BUTTE - DEPARTMENT OE. PUBLIC�WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OR1nCi `FtIFORNIA 95965 - TELEPHONE: 916/538-7541
j, PERMIT APPLICATION DATA SHEET
Permit No.
OWNER 6 1,,,(',501 A. P. No.
Proposed Building Use i��x Bui ldi% Inspector n1%) Date /_7 - /7
At time of permit application, I was advised the following data must be submitted prior to permit processing
and/or Issuance: DATE RECEIVED APPROVED
1. All items have been submitted. .. .
2. Plot plans in duplicate/triplicate, signed by preparer of plans. ,
3. Complete plans in duplicate/triplicate, signed by preparer of plans,
4. Complete engineered plans and calcs, with wet signature on plans.
5. Plans with Energy Design Compliance Statement. . . . . .
II
6. School District ''Fees Paid" Stamp on Floor Plan.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . .
9. Letter of signature authorization. . . . . . . .
1I 10. Sanitation approval from _ Health Dept.
Tanning approval for (A) Use: (B) Parking: �/` �Z'
12. Certificate of Workmen's Compensation Insurance. . . . . .
13. Contractor's License Information (no., name style, classif.)
ii 14, Owner -Builder Verification (Given to owner❑, Mail to owner ❑)
15. Improvements may be required. . . . . . . . . . . .
16, Mobilehome Installation Data. . . . . . . . . .
Pre-Inspec. request to
17, Pre -Inspection for__,...___ _.� � _ . _Required. Building Inspector (Date,)"
8 Recorded copy of Agricultural Acknowledgment Statement. //�� g� j, +
19. Driveway Permit.
20. Plot plan approval from city of
—
l.
22. — — --
When, you issue the permit, r cess as follows: Mail to owner, Mail to contractor-
j Telephone �v d- and hold for pickup at.ffice, Deliver w/inspector.
Other
Date
ApplicanGt'`' —�
Copy of plans sent Health Dept.; Fire Dept., Other Date
The following data must be submitted p
1. Index permit for above items No. -
2.
o. -2. Additional items required:
o permit issuance: (Circle new item not checked above).:
ntract esigner, owner, was advised of above required data by—phone---naiI—counter b ate / vy
Contractor, designer, owner, was advised ct above required data by—phone—mail o ter by date
Plans checked by Date Plans approved by Date
Sets of plans on hold in File cabinet AP folder
Copy—DPW
TO: Building -Department
FROM: Environmental Health `4
SUBJECT: SANITATION CLEARANCE
OWNER LOCATION
AP #
06a 14 .
Plans approved for: Sewage Disposal Water Supply
ell
Hold final for: Water Supply
Final Clearance O.K. for: Water Supply
Clearance for bedroom mobile home. Other -
Clearance for addition of
Note
ARIAN
j-)--6? "F7
DATE
TO: Building Department
FROM: Encroachment Permit Section
M1il.
RE: Driveway Clearance 14317
owner to ration AP
Driveway permit
s ig ure
has been issued for the above property.
date
��1'W iSl;lill;l_Il I l .:�•�f, �1,.�J t �, 1\t' (�f' i!l_l��.�J:•II,IS'.1C;1•:?iJ',i�rl
FOR 1%')ST_D A_ 1Y] Af __- ------ OFFp QVITE•COUNTYR �I6 L
RECORDS 8Y
oil 2.6-8.1 of the Butte Cou;tty Code requires this acknowledgement
,_orc'ed prior to issuance of: a building permit. 88— 296 : PART'r(s,4oWN
The property described herein is adjacent to land or included 1988 JAN 28 AN �14
within an area zoned for agri.cultirral purposes, and residents of this CpNDAGEU•CRUBBS
property may be subject to inconveniences or discomfort arising from
the use of agricultural chemicals, including, but not limited to herb ictLERK-RWRBW�'�-; and fertilizers; and from the pursuit of agricultural operations including, but not limited
to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural zones which have as a
priority use for productive agricultural purposes, and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or disconform from normal,
necessary farm operations.
N0TC0MPARED w1T,4
property y y ORIGINAtDQ��U�, Tfornia, described
All that real ro ert' situate in the Count of liut:l-e State c
as follows:
Lot: 171., as sho,..:n on that CC!rt_<t i n Map entitled, "l'AIZADISF PINI?S Ui`11'1' NO.
5", %-Aiiclh Mal, 1•;:t ; r_ecarci d in UIC' Office Of the ReCOI-der of. the County
! of Butte, State of Cal.ifoi niia., August 20, 1970 in Book 35 of Mlal')s, at I arjes
H, 89, 90, and 91.
EXCE1'`1'ING '.L'tii:;:i,1',:O 1 a1. .1_ mi_nc1:�11.�:, oi.1, gay;,
and
ot:hoc hycilo
cad.)oll
SUbt;'C nC'C)S,
b-J.th prov.i.sic�ns that any
and, all niinin(j
opei:atiofls
i E:lt;ll_1
be done from
Or:ifiCOS Out!:',ic1C` H10 sut:face
arca of the
lend OCC ;(_.JJ,bc:d
hcrr,-i.n
and that no
Cla!na o sha.1-1 bo. dorso to
the Sul: fa,.•r_, of s.-;
i cl Iaiid .
Date : / % • '/ PROPERTY 0I4NERS :
StLitC of �', r ,_r,' i 19 'D On this the _ _ day of , , �' _'�
— _ — _ . _.., before
SS. me, the undersigned Notary Public, personally appe.ar._ed
County of
x-. fit,• , �,, Ll Personally known to me. Proved to me on the basis
of satisfactory evidence.
a to be the person(s) whose name(s) subscribed to
;,y;}yt.,):.-_-^�.I_'i`Of;^:!!S :1 the within instrument and acknowled ed that ;�
is ;'c• : ` @ .: • Cc.unE/ s g F• —
��: •: ;0,1V),pire-,Dac.';6,1U-V el executed the same for the purposes therein contained.
a , s :;'.. t��x,; �at.�:�►SGE:c alt E i IN WITNESS WHEREOF, I hereunto set my hand and official seal.
j
Notary Public
Present A.P. No. �' �� // - /%/
y e I
ZONE 11
1 Orien-
I Total I
1 x of
8 pe I
I
I '
OWNER cjh& G��
POINTS
Table 3-3a• Fcintsg Insulation
PERMIT NO. .t�87
ASSIGNED
ACTUAL
I A -Value of Insulatioe I
Points
1.
SLAB - INSULATION
u g
-
I I
_
i .2
2.7- 2.8 I
1 2.9- 3.6 I
1
2.
P.AISED FLOOR - R-19
I +3 I
I +3 1
1
�'
i 22 i
y
3.
CEILING - R-30
�.
i L i
-3
-5
4.
WALL - R-19
�2 �r
�p
38
i 49 i
+J_
+4
i
5.
NORTH GLAZING -
2.413.6% 7. 10
�O
4.3- 5.6 I
S.1- 3.6 I
-8
- I
• 6.
EAST GLAZING -
2.5-3.6% /• 3�_
a��a
j l -3 I .-6 I -12 1 -15
2.4- 3.6 1
7.
SOUTH GLAZING -
1.6-3.6% 3"3�
I 3.7- 6.2 I
Table 3-4a. Wall Insulation Points
S.
WEST GLAZING -
2.9-3.6% /J7
7 r
; R -Value of Insulation i
Points
9.
SKYLIGHT -
0-1.3%
7.0- 7.6 I
-18 I
-12
I
16
HEAT PUI1P (EER) 7.5-7.9%
•..�� �'
I 4.9- 6.1 1
I 6.2- 7.3 I
a
10.
SHADING (Exclude Overhang)
( 7.7- 8.2 I
( 8.3- 8.8 I
-20 I
-22 I
-14
-16
I -11 1
1 -13 I
17.
EAST -
.66 " . (,f.
'�
! 30 i
+3
I -7 I
j
SOUTH -
.19-.42
-18
-20
1 -15 I
I -16 I
WOOD STOVE oMe,.y
WEST -
.13-.36 (r�.3L�4&-
-14
-19
Table C1a:1nc pts
I -10
I -12 1
.SKYLIGHT -
3'7- • 57 . �a
-23
I I Glazin ?'-
Pts Table 3 -LO. Shading Coefficient Points
I I Glazing Type 1
I • Total I I
1 z of I Sngl, Dbl, Trpl,
I Floor ' I (U - I (U - I (U - I
I Area 11.10) 10.65) 1 0.41)1
I I
points I oints I ointsl
o +s +H +3
1 up to 1.5 I +2 I +2 I +2 I
I 77-- Z I -4 I 1- 1 -2 I
I 5.3- 6.5 I -6 I -4 1 -3 I
6.6- 7.7 I -9 I -6 1 =5 I
1 7.8- 8.9 I -11 I -8 1 -7 I
I 9.0-10.0 1 -13 I -10 .1 -9 1
1 10.1-11.5 I -l1 I -13 1 -11 1
111.6-13.0 l -21 I =16 I -14 I
113.1-14.5 I -25 I -19 I -16 1,
i 14.6-16.0 i -28 1 -22 I -19 1
I I I I I
Table 3-8. West-FacingClazin Pts.
I I ' Glazing Type I
1 Total I I
I of I Sngl, Dbl, Trpl,
I Floor I (U - I (U - I (U - I
I Area 11.10) 10.65) 1 0.41)1
11.
HORIZONTAL SOUTH OVERHANG 2'
1 Orien-
I Total I
1 x of
8 pe I
I
I '
1 0 1
I up to 1.
46
+5
1 +6
I +6
1 +6 1
I +6 1
Sn 1,
Dbl, Trpl,
12.
MOVABLE INSULATION - NONE
�� �'
I Floor l
I Azea 10.66
u g
l u- l u- I
10.42- 10.41 11
I .rr-.Tr I
_
i .2
2.7- 2.8 I
1 2.9- 3.6 I
+3
0
I
I +2
I
I +3 I
I +3 1
1
13.
INFILTRATION (Standard=0)(Tight=+12)
5T� '�
I 11.10
o +,
1 0.65
+,
o
I down 1
I
3.7- 4.2 I
-3
-5
0
I -2
+1 I
I 0 I
14.
r G
THERMAL MASS SF
.1 1 1.6 1 3.2 1 6.4 1 3.0
( 0.1- 1.2 1
I 1.3- 2.3 I
+4
I +4
�
j +2 �
1
I
4.3- 5.6 I
S.1- 3.6 I
-8
- I
I -4
-6
1 -2.
I -S
0 1 -1 1 -3 1 -6 1 4
a��a
j l -3 I .-6 I -12 1 -15
2.4- 3.6 1
+1
-2
+2
I 0
(
1 +1 I
I 3.7- 6.2 I
-1133 I
-8
I -6 I
15.
r GAS FURNACE (SE) 71-76%
�� �'�
I 3.7- 4.8 I
-4
1 -2
I -1 I
7.0- 7.6 I
-18 I
-12
I
16
HEAT PUI1P (EER) 7.5-7.9%
•..�� �'
I 4.9- 6.1 1
I 6.2- 7.3 I
-7
-9
I -4
I -6
'-3 I
i -5 I
( 7.7- 8.2 I
( 8.3- 8.8 I
-20 I
-22 I
-14
-16
I -11 1
1 -13 I
17.
' DUAL PACK (SE, SEER) 8.0-8,.3/71-76%
�� _
I 7.4�- .2 1
-12
I -8
-M
I -7 I
j
( 8.9- 9.5 I
I 9.6-10.1 I
-25 I
-27 I
-18
-20
1 -15 I
I -16 I
WOOD STOVE oMe,.y
I 9.8-10.8 1
10.9-12.0 I
-14
-19
1 -
1 -14
I -10
I -12 1
10.2-11.0
1 1
-29 1
-23
-17
I I
I 6.4 up
112.1-13.2 1
-22
1 -16
1 -13 I
I 11.1-11.8 1
111.9-12.7 I
-35 1
-38 1
-26
-29
I -21 I
1 -24' I
u - 1
g/ftc r WATER4HEATER
�0
1 13.3-14.5 1
-24
1 -18
I -15 I
I 12.8-13.5 I
-42 I
-32
I -27 1
1 (U - I (U - I
yet %
I Area
114.6-15.3 1
I
-27
1 -20
1 -17 113.6-14.3
1
-46 1
-35
1 -29 I
ATTIC
�,�
I
1 1.10) 1 0.65).1
I
I I
114.4-15.2 I
-50 I
-33
1 -32 I
1 SC by
I
1 Orien-
I z Floor Area
I tation
1
I
I '
I East
I I 3.2 I
0-3.1 to 6.4 up
I
3
( i i
I
1 0 -.19
1 0 ( +1 I +2
1 .20-.36
I 0 I 0 I 11
I .rr-.Tr I
0 i 0 I -1
.83 up i
0 i -1 i -2
I South 1
0 1 3.2 16.4 18:0 1 9.6
I I
to I to to to °D
13.1 16.3 I 7.9 1 9.5 I
I 0 -.18 1
0 1 +1 I +2 I +2 I +3
I .19-.42 1
01 0 I 0 I 0 1 0
I .63 1
i
0 1 2 -4 I -4 I -6
West i
.1 1 1.6 1 3.2 1 6.4 1 3.0
I
to I to I to I to I up
Sk lipht
1.5 i 3.1 j 6.3 i 7.9
0-.12 1
0 1 +1 I +3 I +6 I +7
Glazing
0l 0l 0
- �7 1
0 1 -1 1 -3 1 -6 1 4
.58-.82 I
j l -3 I .-6 I -12 1 -15
.9-1 up I
I
-2 I -4 1 -8 I -16 I -20
I I I I
Skylight I
.1 I .8 11.6 ( 3.2 14.0
I
to I to I to 1. to I to
I- 1_5 1 3.1 1 3.9 1 5.2
0-.12 1
0 1 +1 I +3 1 +6 I +7
.13-.36 1
0 1 0 1 0 1 0 1 0
.37-.57 1
0 1 -1 1 -3 I -6 I -'
.18-.82 .1
-1 I -3 1 -6 I -12
83 us i
-2 i -4 -8 i -16 i -20
I
OTHER .
1
I
I I
I
Table 3-11. Horizontal
South
Overhena Point•
�K
I�rabie
Table 3-9.
Sk lipht
Points
I South
Glazing
TOTAL
POINTS =
3-6.
Eaet-Facin Clazin Pts.1
1.
Length Out I Area,
2 of Floor I
I
I Glazing Type
I
I from Wall (
I
I
1 Glazing Type
I
I Total
I
I
I ft T
_
"--'- 1 Total
I
I
I z of
Sngl,
Db!,
Srpl,
I 1 0-6.3
I 6.4 up
I z of
I sngl, Dbl. Trpl,
I Floor
I U- l
u - 1
0-
-able 3-1. Slab
Floor
Points
Table 3-2. Raised
Floor Points
I Floor
1 (U - I (U - I
(U - I
I Area
10.66- 10.42-
10.41
1 0 - 0.5 1 -2
-
Area
1 1.10) 1 0.65).1
0.41)1
1
1 1.10 1
0.65 1
down I
1 0.6 - 1.0 1 -2
1 -3 1
l Tn:ula- I R -Value of
Insulation I
I R -Value of I
1 1
1,+ Points I oints 1
ointsl
11.1 - 1.9 1 -1
1 -2
I tion I
I
I Insulation I
Points
I 1 a
1 +
r�
I u to 1.3
l -1 1
0 I
0 1
1 j�� 1 0
I Depth,
I I
I I up to 1.3
I +3 1+ I
+4 1
I + 4! FT
I -3 I
"1' I
-1 I
1 I
1 1
lnthes 1 0-2 13-4
1 5-6 1'
7+ 1
I Tom-! +rI
+1. 1 +2 1
+2 1
I 2.3- 2.8
1 -6 1
-4 1
-3 1
Table 3-12. Movable Insulation
I I I
I I
I
I below 3 1
-12
I I 2.5- 3.6
I -2 1 0 1
0 1
I 2.9- 3.6
I -9 I
-6 1
-5 1
Points
1 3- 4 1
-8
1 i 3.7- 4.6
I -5 I -2 I
-1 1
I 3.7- 4.2
I -11 I
-8 I
-6 I
1 0- 11 1 -5 I
-5 I
-5 1
-3 1
I 5- 7 1
-6
1 1 4.7- 5.6
I -8 I -4 I
-3 1
I 4.3- 5.0
( -14 I'
-10 I
-8 I
I Moveable Insulation]
I
112 - 15 1 -5 (
-3
I -2 I
-1 1
I 8 - 12 1
-;'
I I 5.7- 6.7
I -10 ( -6. 1
-5 1
I 5.1- 5.6
I -16 I
-12 1
-10 I
I Area, z of floor I
Points I
l 16 - 19 1 -5 i
-2 I
-1 1
0 1
1 13 - 18 I
4
I I 6.8- 7.7
i -13 I -8 1
-7 1
i 5.7- 6.2
1 -19 1
-14 1
-12 1
1 1
1
I 20 + 1 -S I
-1 1
0 1
+1 1
1 19+ I
'__OI
I 7.8- 8.7
I -15 I -10 I
-Q I
I 6.3- 6.9
1 -21 I
-16 I
-13
8.8- 9.7
i -1.7 1 -12 1
-10 1
I 7.0- 7.6
1 -24 I
-13 1
-15 1
1 0- 5.3 I
0 1
I 9.8-11.2
I -21 ( .-13 1
-13 1
I 7.7- 8.2
1 -26 1
-20 1
-17 I
1 5.6 - il.S I
+2 1
111.3-12.7
1 -25 I -18 •1
-15 1
I 8.3- 8.8
1 -28 I
-22 1
-19 I
I 11.6 - 17.3 I
+4 1
7/7/8.3
112.8-14.0
1 -23 I -21 1
-18 1
( 8.9- 9.3
1 -31 I
-24 1
-21 I
I 17.6 - 23.3 1
+6 I
14.1-15.3
I -32 ) -24 1
-20 1
I' 9.6-10.1
1 -33 I
-26 I.
-22 I
1 _23.6+ 1
+8 1
Table 3-13. Infiltration Control
Ftet9res Points
IControl Features I Pointe I
- I I
i Standard I 0 I
! I I
10.9 air changes per hr 1 I
i 1 I
T-
I Tight I +12 I
i I I
I 11.6 air changes per hr I' I
i I i
Table 3-15. Gas Furnnce Without
RefriReratlon Cool!n,R Points
I Seasonal Efficiency 1 Potato I
I (SE), I i I
I I i I
I 71 - 76 I 0 1
77 - 8 I +2 I
I 83 - i 44 I
I a 94 I +6 I
S up i +8
Table 3-16. Peat Amo Points
I Energy Effic!ency I
Ports I
I Ratio
(EER) I
1
I 7.5 -
7.9 I
+3 1
1 S.0 -
8.3 I
+6 I
I 8.4 -
8.7 /I
+9 I
I 8.8
= 9.1 / 1
+12 I
I 9.2 -
9.
+13 I
( 9.7 - 1 U •. I
+L8 1
I 1013 -
0.8 1
+21 I
I 10. -
11.5 I
+24 I
I 11.6 -
12.3 1
+27 I
I 12.4 -
I
13.2 1
I
+30 I
I
+S
+g
+ll,
Table 3-17. Gas Furnace With
Refrlverstion Ceo11nt Points
'Refrigeration) Gas Furnace I
I Cooling 1 SE ; 1
I 1- 7-183-,89- 95
I 1 761 821-881 941 u I
1 8.0X.7
I�1 4x1 +61 +8 1
1 8.41 +41 +51 +81+10 1
1 A.31 +61 +81+101+12 1
1 9.11 +81+101-121+14 1
1 9.81+101+121+1+1+16 1
1 10.4 - 10.9 1+10i+L21+141+i61+13 I
1 11.0 - 11.5 1+121+141+1614.181420 1
1 1 1 1 1 - I
7/7/83
ZONE 11
TABLE 3-14 (AOAPTEO) INTERIOR THERMAL MASS POINTS
MASS DUELLING AREA SQUARE FOOT
AREA 1,000 1,600 2,000 1 2,500 I 3,000 I 3,500 4,000 I I,SGO S,000� 1
SQ. FT. t A 8 C 0 A 8 C 0 A 8 C 0 A 6 C D A 8 C D A 6 C s 0 - A 6 C 0 A 6 C C 1 A B I
s0 2 2 2 2 z 2 2 0 1 2 2 2 0 0 0 0 0 0 O 0 0 0 a 0 0 0 0 0 0 0 0 0 o. 0 U p
'.00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 t Z 0 01 0 0 0 0 1
ISO 6 6 6 4 4 4 4 2 x '2 2 2 2 2 2 2 2 ? 2 2 2 2 2 2 2 2 2 0 2 7 2 02 1 2 U
200 e e 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 2 I t ?
250 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 7 2 1 2 t' Z. 7 2 t
350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 / 1 4 4 1' 4 { 1 2 / / 2 7 t 2 1 ?
,••�.
400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 1 { 2 4 4 2 2 4 1 t 2
IB 18 16 111 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6, 2 6 6 4 Z 4 4 4 2 4 4 4
500 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 B 6 6 4 8 C ,6 4 6 6 6 4 6 6, 4 21.6 6 4 2!
703 24 2/ 20 14 18 16 11 10 14 14 12 8 10 10 10 6 10 10 6 6 86 6 < 6 6. 6 4 6 A 5 41 6 6 s 7.
230 26 14 12 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 R 8 4 I! 6 6 4 8 6 6 1� 6 6 C. i 7
903 U 28 74 16 ?2 20 18 12 16 16 14 10 I/ 14 12 8 12 12 10 6 10 10 3 6 a 6 •B 4 a 8 6 4� 8 a 6 r.
1,010 30 70 26 18 I
22 20 20 14 18 18 16 10 14 14 12 8 12 17 10 6 12 10 10 6 �10 TO 8 6 8 8 0 4� ] 8 6 4
1,:OU .l? 37 28 20 21 21 22 14 20 20 ltl 10 16 16 14 8 14• l4 12 8 12 12 10 6 10 10 10 6 10 10 8 41 !J 2 f
1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 '11 12 10 6 `10 10 8 6� In In 8 6
1,700 34 34 12 22 28 26 24 16 22 22 20 12 IB 18 It 10 lu 1/ 14 8 11 l2 12 8 12 12 10 6 12 10 10 C� 10 :0 R o
1,400 34 -34 32 24 28 28 26 18 24 24 20 It 20 20 18 12 18 16 14 10 lA 14 12 8 14 14 12 8 12 1' :G 6; 10 10 10 5
1,500 36 34 31 21 30 30 26 IS 21 24 22 11 22 20 18 12 18 18 16, 10 16 16 14 8 14 14 12 8 1? 1- 10 7,1 ;2 1Z 1; o i
2,000 f 3/ 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 16 18 16 10 16 16 ii r, 1/ 14 1? 9 1
2,500 I 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 11 12 22 19 12 10 20 18 1: ly IS it
3,C00 34 32 30 22 30 30 26 18 28 :6 24 15 I24 24 22 14 22 2? 20 141 .,
7,50032 3t 30 20 30 30 26 la �28 28 ?4 16 26 21 2? 141 `y ;4 20 14 ;
4.090 - 32 32 30 20 30 30 26 18 ' ?S 2tl 24 i :
f 26 .1.5 2IP
-1,500 - I32 32 28 20 30 30 26 It ib Z.^• ?= }E
Zi Z3 I IJ 0 2.6 1 = •'
A) 1. 3'3' Concrete Slab: MC -8.93; R-.29; Factor -7.3
3 3/4• Thick Common Brick: IIC-7.125; R-.13; Factor -7.3
B) 1. Sk' Concrete Slab: HC -11.106; d•.418; Factor -7.1 WOOd sCOVE
C) 1. 8- Solid Filled Block: HC•20.63; R-1.93; Fac to
r•6.1 #33 points'(no back up)
2. 8` So, td Filled Block "Ith Both Sides Exposed To Conditioned Air. casablanca fan + l.point
NOTE: Use all square footage directly exposed to conditioned air ,
for Thersal'Mass Area: NC -10.164; R-.96.; Factor -6.1 ,
D) 1• Thick Concrete/Tile: MC -2.55; R•.083; Factor -3.7
Table 3-19. Zonally Controlled
Electric Resistance
Space Hearing Points '
Points forthis peas- cv!11 Table 3-24. Solar Water HeatingWith Cas BackupPaints
I be completed after the CEC I
I !las approved an Alternative I
Component Package for Resistance 'I
I Beat.
Table 3-18. Active Solar Space
Heating vitn Oas Points
I Net Solar Fraction I Po %ta I
(NSF), Z I
1IIIII 0-6
0
-14
+2
15 -
+4
24 30
+6
- 39
+8
40 -4 7
IIIIII
+10
I I
+12 I
I 56 - 63 (
+14 I
I 64 - 71 I
+18 I
i 72 up I
+20 I
N.ultifamll (per unit points)
Floor Area
Net Solar Fraction (NSF), Z
per Unit,
tt2.
I
I Best PMP I
I
1
0 I
I
( Solar with Electric I
I
I Rellstance Backup 1
i
I Meeting the Require- i
I
1 sent• to Part 2
I
0.9
iv -i9
ZC-29
30-39
40-49
46:59
60-69
70-79 ,
600-799
0
+3
+7
+
+14
+17
+21
+24
800-999
0
+3
+S
+g
+ll,
+14
+16
+19
1,000-1,499
0
+2.
46
+8
+10
+12
+14
1.500-1,999
0
+1
+3
+4
+6
+7
+8
+10
2 (100 and u
0'
+
+2
+4
+5
+5
+7
+9
All others (pe bu
SnF, paints)
0
+5
+10
+•14
+19
+24
+29
� +34
0
+4
+9
+13
+17
+it
+26
+30
1,0
X,499
+4
.►7
+ll
+15
+19
+22
+26
1,0
+3
+6
+9
+l2
+1S
♦l8
+21
I,Cl
+2
+5
+1
1
+9
+12
+14
+le
2,000-2.909
0
+2
+3
+5
47
+8
+10
+ll
3,060 ar.d Uo
_0
+1
+3
+S
+3
+7_
+9
+10
Pts.
I System Type I Points
i
1
( Gas only I
I
0 I
I
I Best PMP I
I
1
0 I
I
( Solar with Electric I
I
I
I Rellstance Backup 1
i
I Meeting the Require- i
I
1 sent• to Part 2
I
I
I Electric Resistance I
I
I
Only ;
-40 ;
RESIDENTIAL PLAN CHECKING GUIDE
(S.F., DUPLEX & MISC.•ONLY)
Bldg. Permit #
OWNER cT & G LIS.Itd Oh.J A.P. #
GENERAL
4! zoning requirements: (sideyards
,�aluation.
; jVPlans signed by designer.
Energy Design and Compliance.
Existing violations on property.
and number of permitted living units).
PLOT PLAN
t�etbmplete parcel size and dimensions.
acks, sideyards, easements, etc.
,,Set
buildings or structures.
;��rading, fills, drainage.
.e,llood hazard.;Special conditions on creation map or compliance document.
FLOOR PLAN
i
.O< `omplete to scale plan with dimensions.
F. Required windows for light and ventilation (Sec. 1205).
3./// Required windows for second exit (Sec. 1204).
4� kylights (Chapter 34 & Sec;. 5207).~;.
Y uman impact glass (Sec. 5406).
�( R quired room sizes, ceiling heights (Sec. 1207).
7. .F.C.I.'s in baths, garage and exterior outlets (Article 210-8).
�! Light fixtures, switches, receptacles, and exterior receptacles for
mechanical equipment..
7/85
maintenance of
9. Locationswater heatep. t, other electrical or gas
equipment, and plumbing fixtures.
wrl Garage firewall, door size, and closer (Sec. 503(d)(3)).
1 - 3'0" exterior exitd-°or (Sec. 3304(e.)).
LR--� F-irertwcL- and wood stTve location.
Ueo*�_Smoke detectors (Sec. 1210).
STRUCTURAL DETAILS
yundation plan complete enough -,..:to construct building.
Q/ Floor construction details complete enough:to construct building.
elevations and wall construction details complete enough to construct building.
oof construction details complete enough to construct building.
.replace construction details and calcs if necessary.
g Sufficient data and details to satisfy energy requirements (State Law) (Form 1).
.MISCELLANEOUS ITEMS TO LOOK OUT FOR
& xposure I plywood on exposed locations and overhangs.
tairway details: landings, rise and run, head clearance, handrails (Sec. 3306).
� Guardrail details (Sec. 1711 & 3306(j))..
W�ick or stone veneer (Chapter 30).
terior plaster - weep screeds (Sec. 4706).
per roof pitch for roof covering (Chapter 32).
Rafter ties or bearing ridge beam.
RESIDENTIAL PLAN CHECKING GUIDE (CONT'D)
MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D)
/Garage door or porch header sizes.
5� Adequate bracing.
-1-9':cLiving area over garage - complete 1 -hour separation required on garage side
including supporting walls and posts, etc.
-11-r—T'wo exits on three-story dwellings (Sec. 3303 & see Mezannines 1716).
]e� tic access and ventilation (Sec. 3205).
1 erfloor access and ventilation (Sec. 2516).
14! Wood stoves, clearances, alcoves & 1 -hour shafts.
�-� mbustion air for fuel burning appliances.
Mise requirements on duplexes.
1 Y. dobe soils - special foundation design.
1�/��taining walls requiring design.
1� Unusual shape, size or split level house requiring lateral design.
`,
&F
eA4 d0 e
wA4- L pi✓
pi '16A'
Tb
cO..)sr'.
/
rvoo_
7/85
pdu& Su �S� i % iov�v� ♦L.
a
�'• RESIDENTIAL ENERGY PLAN.CHECK/INSPECTION SUMMARY FORM I
Owner Climate Zone J— Permit No. tV0'�7'
Floor Area
Compliance path: Package ❑ A ❑ B ❑ C ® Point System ❑ Budget ® Other®/b,3
MIN R -VALUE DESCRIPTION
REQ'D
INSTALLED ITEMS (1) INSULATION•
Roof/CeilingO
Wall
❑ Slab Floor Perimeter
Raised Floor
(2) INFILTRATION:
Cl (A) A vapor barrier is required in climate zones, 1, 14 & 16.
(B) All manufactured windows and sliding glass doors shall meet the
1972 ANSI Air Infiltration Standards and shall be certified and
labeled.
(C) All swinging doors and windows leading to unconditioned areas
shall be fully weatherstripped.
Tight - the above standard features plus:
(]
(D)
Continuous
infiltration
barrier
Typeb&
❑
(E)
Electrical
outlet plate
gasket
Location _/IC�,T.
❑
(F)
Air-to-air
heat exchanger
- Area Ft./-
(3) GLAZING:
MC=
Location
(A)
Location
Type
- Area Ft. 2
HC= R=
MC=
Area Glazing
%Floor Area
Single Double Triple
�]
Type
Total Bldg
04S.,f
e/.G>_
�J
Location
North
J00.0
7. 4 F
K
- Area Ft.2
East
5644, t
/.39
x
South
A0?._i,r
3.3l,
X.
[�!
West
Vir S
A32
X
Skylights
3,04L.�.
p
X
(B)
Shading
Shading
Coefficient,. Description
®
East
. —L % -
t. *4L �scAs/NG.
South
NO
y�//•7J� �:p�l�,�
�M�
West
3(�
••
• • •
®
Skylights
L_
4P9.0 2WAK-
(C)
South Overhang
Length of
projection
3.'f"' ft. Description
❑
(D)
Moveable insulation: Area _ftZ
Description
7/83
(E) Thermal mass
Typeb&
- Area A4"> Ft.2
HC=SSR=&3
MC= .7
Location _/IC�,T.
I LI Orr f�iytA�/
$iAtN �W,VM_ moi�c
❑
Type
- Area Ft./-
C= R= S�tsw S
MC=
Location
❑
Type
- Area Ft. 2
HC= R=
MC=
Location
❑
Type
- Area Ft.Z
HC= R=
MC=
Location
❑
Type
- Area Ft.2
HC= R=
MC=
Location
❑
Type
- Area Ft.Z
HC= R=
MC=
Location
7/83
t
t - FORM
❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight
fitting closeable metal or glass doors covering the entire opening
of the firebox; a combusion air intake equipped with a readily
accessible, openable, and tight fitting damper to draw air from the
outside of the building; and a tight fitting flue damper with a
readily accessible control.
*1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM
(A) Heating
❑ Central Gas Furnace %
(brand and model number) SE
Btu/hr
(heating capacity)
❑ Heat Pump
(brand and model number) ACOP
Btu/hr
(heating capacity at 47°F)
❑ Active Solar
type (liquid or air) Collector brand and
ft2
model number solar fraction collector area collector
orientation collector tilt rated y -intercept
rated slope
Other 'OPOO SfWA
( escribe)
*1 (B) Cooling
❑ Electric Air Conditioner
(brand and model number) (seasonal EER)
Btu/hr
(cooling capacity at 95°F)
❑ Electric Heat Pump
EER
Btu/hr
(cooling capacity at 95°F)
❑ Other
(describe) '
❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on
its second stage, shall be required for heat pumps.
❑ (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except
those controlling heat pumps.
41 (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired
fan type central furnaces, gas-fired fan type wall furnaces and
gas cooking appliances.
® (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting
air to the outside.
® (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and
fitting joints shall be sealed with pressure sensitive tape or
mastic to prevent air loss and shall be insulated to conform to
the provisions of Section 1005 of the UMC, 1976 Edition.
7/83 2
FOR 1
(6) DOMESTIC WATER SYSTEM
❑ (A) Gas Only Gallons
(brand and model number) (tank size)
13Heat Pump w/Electric Backup
(brand and model number)
Gallons
(tank size)
❑ *2 Active Solar
(collector brand and model number)
(rated y -intercept) (rated slope)' (solar fraction)
ft
(backup heater type, brand and model number) (collector area)
(collector orientation) (collector tilt)
❑ Location of Solar Panels
Other %L&i% S M&A -A&
(Describe)
® (B) TANK INSULATION. Storage type water heaters and storage and
backup tanks for solar systems shall be externally wrapped with
R-12 insulation or greater.
® (C) PIPE INSULATION. The five feet of pipe closest to the water
heater and outside conditioned space shall be insulated with a
minimum of R-3. Steam and steam conditioned space shall be
insulated with a minimum of R-3. Steam and steam condensation
return piping and recirculating hot water piping outside the
building envelope shall be insulated in accordance with
T20 -1408(d). ,Y
® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets
as outlined in the new appliance efficiency standards and shall
be certified to the Energy Commission.
(7) LIGHTING
® (A) Lamps used in luminaries for general lighting in kitchens and
bathrooms shall have an efficacy of not less than 25 lumens per
watt (usually florescent).
*1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing
charts (form #4) or other approved methods, section 2-5352(g), and fill out the
following:
Heating: Winter design temperature °, elevatici1A heating load BTU
elevation factor x heating load �m mum outlet capacity gas furnace
BTU
Cooling: Summer design temperature °; cooling 1 BTU
2 (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE
* Submit T.I.P.S.E. chart or other approved system (form #5) to'document sizing of
solar panels.
® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of
Title 24, Part 2, Chapter 2-53 of the California Administration Code.
7/83
SIGNATURE OF BUILDING DESIGNER OR APPLICANT
3
STRUCTURAL '
CALCULATIONS
,
FOR
TYPICAL CANTILEVER RETAINING WALLS
'
'
/
WENDELL REINERTSON - ARCHITECTURAL DESIGNING
1054 LISA LANE
PARADISE, CA 95969
:
CALCULATIONS ARE IN COMPLIANCE WITH THE 1982 EDITION OF THE UBC
i
^»/ -
SIGINA ED____�/���^�'�-'_/^-�_ ' ^_/___ DATE�
FRANK L. TYUKOS,NCE 32434 /
`
F L T ENGINEERING
5790 CLARK ROAD
PARADISE, CA -95969
(916) 872n0254
dece4ot- ,
is n
FLT ENGINEERING.
SUBJECT: TYPICAL CANTILEVER RETAINING WALLS 5790 CLARK ROAD
PARADISE, CA
BY: FLT DATE: 7/86 JOB NO.: 6325 �
PROJECT: WENDELL REINERTSON - ARCH,L DESIGNING SHEET 1 OF /y
1054 LISA LANE, PARADISE CA 95969
DESl8N_CRITERlA��
`
CONCRETE CANTILEVER RETAINING WALL SUPPORTING RESIDENTIAL ROOF OR
FLOOR.
`
CODE 1982 UBC '
'
SUPERIMPOSED LOADS:
MIN. DL = .010 x (3+8x2) = .19 k/l
/
MAX. LL = .020 x 17 +.010 x 07-3) +.010 x 17 +.005 x 8 = .69 k/l
ALTERNATE MAX. LL = .050 x (7.5+8.5) = .88 k/1'
LOADING PER ABOVE IS CRITICAL FOR -BOTH - BEARING (INCLUDES DL + LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL - ROOF SNOW + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL +
ADD'L WALL DL `
ALT. MAX. LL - 1st & 2nd FLOOR DL + LL (NO ROOF LOAD)
CALC'S FOR - 1. 6" THICK WALL: A. 41-8" HIGH, - SHEETS 2 & 3
B. 51-8" HIGH - SHEETS 4 & 5 '
2. 8" THICK WALL: A. 61-8" HIGH - SHEETS 6 & 7
B. 71-8" HIGH - SHEETS 8 & 9
C. 81�8" HIGH - SHEETS 10 & 11
CONCRETE' - ULTIMATE COMPRESSIVE STRENGTH - f'c = 2000 PSI
h 28 DAYS,
mo.,/ molu, ommuc +v,
ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF,
ALLOWABLE LATERAL BRG. PRESSURE'- 200 PSF,
/
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986
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)v
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):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
LEVEL
30
0
40
2000
.19
.8
4.67
4
1,46
0.24
0.32
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
------------------------------------------------
0.058 3.75 #4 @ 41.2
MIN. VERTICAL REINF. - .15 % (IN -20 0.108
MIN. HORIZONTAL REINF. --.2 % (IN^2): 0.144
DESIGN REINF.-- VERTICAL: 2
- HORIZONTAL:
COMBINED STRESSES @ WALL: 0.18 < 1.0
CALCIS BY : FLT
FOOTING DESIGN:
---------------
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:
100
150
1.5
2.5
1500
200
0.35
DESIGN FOOTING DEPTH (INCHES):
10
DESIGN FOOTING WIDTH -
HE
& SPA (IN)
-
TOE (INCHES)
6.75
FOOTING KEYDEPTH &
WIDTH
DESIGN
- BACK TO
BACK OF WALL (INCHES):
TOTAL WIDTH OF FOOTING
(INCHES):
24
OVERTURNING FORCE - Fo
(KIP):
|
0.45
OVERTURNING MOMENT - Mo
(FT -KIP):
0.83
TOTAL RESISTING WEIGHT
- W (KIP):
1.10
RESISTING MOMENT - Mr
(FT -KIP):
1.57
OVERTURNING RATIO - SF
1.88
NET MOMENT - Mn (FT -KIP):
ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Me (FT -KIP):
FOOTING AREA - Af (FT^2):
SECTION MODULUS - S &T^3):
SOIL PRESSURES - DL ONLY - SPt (PSF):
- SPh (PSF)-.
SOIL PRESIURES - ADDED LL - SPt' (PSF):
- SPh' (PSF)-,
SLIDING RESISTANCE— Fr (KIP):
FOOTING - TOE: _
EARTH PRESSURE @ TOE ` � Fv (KIP):
MAX. MOMENT @ TOE -.Mt (FT -KIP):
AREA REINF.
-------------------------------------------------
_______________________________________________0.062
(IN^2)
'd'(IN)
SIZE
& SPA (IN)
0.062�
6.75
#4
@ 39
DESIGN
TOE REINF.
0.73
0.34
0.37
2.00
0.67 .
1111.30 < 1500
-6.38 > 0 c,--
1011.30 <
,---1011.30< 1500
893.62 > 0 '
0.53 > 0.45
0.92
0.61
PROJECT : WENDELL REINERTSON ARCH'L DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALCIS BY : FLT
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
... L ......................
WALL DESIGN:
-------------
ALL
___________
ALL CALCULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5/90 [LARK ROAD
PARADISE, . CA
(916) 872-0254
,�
SHEET ' OF //
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET):
0
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIP):
.19
- LIVE LOAD (KIP):
.8
OVERALL HEIGHT OF THE WALL - H (FEET):
5.67
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
5
THICKNESS OF WALL - TOP (INCHES):
6
- BOTTOM (INCHES).:
6
COEFFICIENT - a,:
1.46
TOTAL EARTH PRESSURE - Fw (KIP):
0.38
MOMENT - Mw (FT -KIP):
0.63
AREA REINF. (IN^2Y 'dl(IN) SIZE &
-------------------------------------------------
SPA !IN)-
IN)________________________________________________0.114
0.1143.75 #4 @
21.1
MIN. VERTICAL REINF' - .15 % (I ^2):
0.108
MIN. HORIZONTAL REINF. - .2 % (IN^2):'
0.144
DESIGN REINF. - VERT
- HORIZONTAL:
COMBINED STRESSES @ WALL-�
0.32 < 1.0
CALCIS BY : FLT
FOOTING DESIGN:
_______________
SHEET T- OF
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
OVERTURNING RATIO - MIN:
1.5
- MAX:
2.5 `
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200 '
FRICTION COEFFICIENT - Fc: `
0.35
DESIGN FOOTING DEPTH (INCHES):
10
DESIGN FOOTING WIDTH -
- TOE (INCHES):
20
FOOTING KEY -'DEPTH & WIDTH (INCHESA
- BACK TO
`
TOTAL WIDTH OF FOOTING
OVERTURNING FORCE,- Fo (KIP):
|
0.63
OVERTURNING MOMENT - Mo (FT -KIP):
1.38
TOTAL RESISTING WEIGHT - W (KIP):
1.34
RESISTING MOMENT - Mr (FT -KIP):
2 49
. �
OVERTURNING RATIO - SF
1.81
NET MOMENT - Mn (FT -KIP):
1.12
ECCENTRICITY - e (FEET):
0.42
ECCENTRIC MOMENT - Me (FT -KIP):
0.56 �
FOOTING AREA - Af (F02):
2.50
SECTION MODULUS - S (FT^3):
1.04
SOIL PRESSURES - DL ONLY - SQ (PSF):
- SPh (PSF):
SOIL PRESSURES— ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTANCE - Fr (KIP):
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP);' `
MAX. MOMENT @ TOE - Mt (FT -KIP):
AREA REINF. (IN^2)
--------------------------------------------------
_______________________________________________0,117
'dl(IN) SIZE
&
SPA (IN)
0,117
6.75 #4
�
@
20,5
DESIGN TOE REINF
�
|
1070.03 < 1500
1.00 > 0
878.03 < 1500
833.00 > 0
0.61 < 0.63 ~----- 0c�e F��,
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALCIS BY : FLT
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
----- 7 ----------------------------
WALL DESIGN:
,
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO: LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF): 30
SURCHARGE (FEET): 0
YIELD STRENGTH REINF. (KSI): 40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000
GRAVITY LOAD - DEAD LOAD (KIP):
- 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 XT -KIP):
' AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN)
--------------------- =___________________-______
0.128 5.75 #4 @ 18.7
MIN. VERTICAL REINF. - .15 % (IN -2):
MIN. HORIZONTAL REINF, - .2 % (IN^2):
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
.19
.8
6'67
6
8
8
1,46
0.54
1.08
0.144
0,192
DESIGN REINF. - VERTI
- HORIZONTAL: /A�
COMBINED STRESSES @ WALL: 0.24 <-l.(*-')
CALCIS BY : FLT
FOOTING DESIGN:
----------------
DENSITY
______________
SHEET ,' OF /*/
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
OVERTURNING RATIO - MIN:
1.5
- MAX:
2.5
ALLOW. SOIL BEARIN8.PRESSURE (PSF): '
1500
ALLOW. LATERAL BEARINGpRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc: - '
0.35
DESIGN FOOTING DEPTH (INCHES):
12
DESIGN FOOTING -WIDTH - HEEL (INCHES):
4
- /uc (INCHES):
24
FOOTING KEY - DEPTH & WIDTH (INCHES):
- BACK TO BACK OF WALL (INCHES):'
TOTAL WIDTH OF FOOTING (INCHES):
36
OVERTURNING FORCE - Fo (KIP):
,
0.88
OVERTURNING MOMENT - Mo (FT -KIP):
2.26
TOTAL RESISTING WEIGHT - W (KIP):
1;84
RESISTING MOMENT - Mr (FT -KIP):
4.13
OVERTURNING RATIO - SF
1.83
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):
SOIL PRESSURES - ADDED LL - SPt' (PSF):
- SPh' (PSF):
SLIDING RESISTANCE -Fr (KIP):
FOOTING - TOE
1.87
0'48
0'89
3.00
1.50
1202.83 < 1500
22.63 > 0
1025.05 < 1500
733.74 > 0
EARTH PRESSURE @ TOE - Fv (KIP): 1.62
MAX. MOMENT @ TOE -Mt (FT -KIP): 1.88
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
-----------------------------------------
0.147
______________________________________
0.147 8.75 #4 @ 16.4
DESIGN TOE REINF.: "e
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALCIS BY : FLT
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
__________________________________
WALL DESIGN:
____________ ,
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO: LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):` 30
SURCHARGE (FEET): 0
YIELD STRENGTH REINF. (KSI): 40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000
GRAVITY LOAD - DEAD LOAD (KIP):
- 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
TOTAL EARTH PRESSURE - Fw (KIP):
MOMENT - Mw (FT -KIP):
AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN)
--------------------- _------------------ ________
0.206 5.69 #5 @ 18.1 1 '
MIN. VERTICAL REINF. - .15 % (IN02):
MIN. HORIZONTAL REINF. - .2 % (IN^2):
FLT ENGINEERING
'5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
.19
.8
7'67
7 0,45
8
8
1.46
0.74
1.72
0.144 '
0.192
DESIGN
REINF. - VE
- HORIZONTAL:'
COMBINED
STRESSES @ WALL:
0.37 < 1.0
HEIGHT
FROM TOP OF THE WALL -
H2 (FEET):
4�67
HEIGHT
FROM TOP OF THE SOIL -
Hr2 (FEET):
4
THICKNESS
OF WALL - 8OTTOM2 (INCHES):
8.00
TOTAL
EARTH PRESSURE - Fw2 (KIP):
0.24
MOMENT
@ Hw2 - Mw2 (FT -KIP):
0.32
AREA REINF.
------------------------
'
(IN^2) 'd'(IN)
_---------
SIZE
& SPA
(IN)
0.038 5.75
__-__________
04
@ 63.2
DESIGN
REINF. - VERT
"
CALCIS BY : FLT ' � SHEET OF
FOOTING DESIGN:
----------------
DENSITY
______________
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE
(PCF):
150
OVERTURNING RATIO -
MIN:
1.5
-
MAX:
2.5
ALLOW. SOIL BEARING
PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING
PRESSURE (PSF):
200
FRICTION COEFFICIENT
- Fc: `
0.35
DESIGN FOOTING DEPTH (INCHES):' 12
DESIGN FOOTING WIDTH -
-
/uc (INCHES):
3v
FOOTING KEY - DEPTH &
@
�
- BACK TO
BACK OF WALL (INCHES):
8
TOTAL WIDTH OF FOOTING
|
OVERTURNING FORCE - Fo
(KIP):
, �
1.13
OVERTURNING MOMENT - Mo
(FT
(FT -KIP):
:
3. 6
2
TOTAL RESISTING WEIGHT
--W (KIP):
2.24-
.24RESISTIN8
RESISTINGMOMENT - Mr
(FT -KIP):
5.98
OVERTURNING RATIO - SF
1.84
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):
SOIL PRESSURES —ADDED LL - SPt' (PSF)-
- SPh'.(PSF):
SLIDING RESISTANCE - Fr (KIP):
`
FOOTING - TOE:.
EARTH PRESSURE @ TOE- Fv (KIP).
MAX. MOMENT @ TOE - Mt (FT -KIP):
AREA REINF. (IN^2)
-------------------------------------
'd'(IN) SIZE
&
SPA (IN)
____________________________-_______0.232
0. 23,2
8.69 #5
@
16.1
DESIGN TOE REINF.
|
2.73
0.53
1.19
��.50
2.04
1221.12 < 1500
56.87> 0
1025.20 < 1500
709.93 > 0
1.45 > 1.13
2.01
^
2.95 '
' PROJECT, : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALCIS BY : FLT
SUBJECT: CONCRETE CANTILEVER RETAINING WALL
�
__________________________________
WALL DESIGN:
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO: LEVEL
SOIL EQUIVALENT'FLUID PRESSURE (PSF): 30.
SURCHARGE (FEET): 0
YIELD STRENGTH REINF. (KSI): 40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(90) 872-0254
GRAVITY LOAD - DEAD LOAD (KIP):
.19
- LIVE LOAD (KIP): .
`
.8
OVERALL HEIGHT OF THE WALL -_H (FEET):
8.67
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
8
THICKNESS OF WALL�- TOP (INCHES):
8
- BOTTOM {INCHES):
8
COEFFICIENT - a :
1.46
TOTAL -EARTH PRESSURE - Fw (KIP):
0.96
MOMENT - Mw (FT -KIP):
2.56
AREA REINF. (IN^2) 'd'(IN)
------------------------------------------------
SIZE
&
SPA (IN)
0.307 5.69
#5
@
12.1
MIN. VERTICAL REINF. - .15 % (IN -2):
0,144
MIN. HORIZONTAL REINF. .2 % VIN
-2):
0.192
DESIGN REINF. - VERTICAL:
- HORIZONTAL:
COMBINED STRESSES @ WALL:
,
|
0^55 < 1.0
�
HEIGHT FROM TOP OF THE WALL - H2
(FEET):
5.67
HEIGHT FROM TOP OF THE SOIL - Hr2
(FEET):
5
THICKNESS OF WALL - BOTTOM2 (INCHES):
8.00
TOTAL EARTH PRESSURE - Fw2 (KIP):
0.38
MOMENT @ Hw2 - Mw2 (FT -KIP):
0.63
�
AREA REINF. (IN^2) 'd''(IN)
-----------
SIZE
&
SPA (IN)
-____-_________________________
0.075 5.69
#5
@
4S.6
DESIGN REINF. - VERTICAL:
' ^ .
CALC'S BY : FLT '
FOOTING DESIGN:
---------------
DENSITY OF SOIL (PCF):
DENSITY OF COWERTE (PCF):
OVERTURNING RATIO— MIN: `
- MAX:
ALLOW. SOIL BEARING PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF):
FRICTION COEFFICIENT - Fc: ,
100
150
1.5
2.5
150[r
200
0.35
SHEET // O //
DESIGN FOOTING DEPTH (INCHES):
14
DESIGN FOOTING WIDTH - HEEL (INCHES):
4
- /uc `ImCnco/;
38
FOOTING KEY - DEPTH & WIDTH JINCHES);
10
- BACK TO BACK OF WALL (INCHES):
8
TOTAL WIDTH OF FOOTING (INCHES): �
5C)
OVERTURNING FORCE - Fo (KIP):
1.45
OVERTURNING MOMENT - Mo (FT -KIP):
TOTAL RESISTING WEIGHT - W (KIP):
2.69
RESISTING MOMENT - Mr (FT -KIP):
8'64
OVERTURNING RATIO - SF
1.82
NET MOMENT - Mn (FT -KIP):
3.88
ECCENTRICITY - e (FEET):
0.64
ECCENTRIC MOMENT -'Me (FT -KIP):
1.71
FOOTING AREA � Af (FT^2):
4.17
SECTION MODULUS - S (FT^3):
2.89
SOIL PRESSURES - DL ONLY - Spt (PSF):
1237.49 < 1500
- SPh (PSF):
52.43 >0
SOIL PRESSURES - ADDED LL - SPt' (PSF):
1037.81 Q1500
- SPh' (PSF):
636.i1 > 0
SLIDING RESISTANCE —Fr (KIP):
1.74 > 1.45
FOOTING - TOE:
EARTH PRESSURE @ TOE - Fv (KIP):
2.49
MAX. MOMENT @ TOE - Mt (FT -KIP):
4.70
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
------------------------------------- ___________
0.300 10.69 #5 @ 12.4
DESIGN TOE REIN
FLOOR. OR ROOF CON-S.T.
WALL SCHOQLE .
EACKrILL
.HGTH..- '
24".
W/�4
H2 = 60"
( 5'- 0")
H3 = 72"
(6'-0")
H2-30"
H5 = 96"
( S'-0" )
3 H2,I-13 !
(Q
._2CL —.
a
-:3''CLR
I
8„
� �-- FG
WALL
H I- 4@.24"O. C. VEkT:.
�4 t J�, O C 1q.ORIZ,.
24".
W/�4
E13.- "4C 16'.
i
r. "4 G? I��"
H2-30"
W/44 @
16" 0, C:
_.H3
H I f12,'f 2 4
48"
36'"
r14, NS
16 "' 0. C. OR I'S P— 24" O. C,
H4-
+21,
m
rei
16 " 0. .
HS
S�)"
FTG. KEY 10v10''@1-14aH5
H1
24".
W/�4
24 0. C.
f7G. WtDTH RE! NFG
H2-30"
W/44 @
16" 0, C:
_.H3
36'"
W/'"4 u
16 "' 0. C. OR I'S P— 24" O. C,
H4-
+21,
WPI S L
16 " 0. .
HS
S�)"
w/ 5' e.
12,: LO
:CANTI LI=VE tP<
R -\i ll - 41111 ,-�4'.�,moi. �
W, WELL REI NERTSnN
ARCH. DCT ^ ; , : ��
PA,Rk-- _C 7
:YOI?i M0.
N �_ ET 7I 7! _
DF,r�-II
FoK --
Pr 1
G T F: U i_ T U R A L
C A L i_ U L A T I 0 N S
F. 0 R
TYPICAL RESIDENTIAL 13ARA13E FOUNDATIONS
WENDELL REINERTSON - ARCHITECTURAL DESIGNING
1054 LISA LANE
PARADISE, CA 95969
CALCULATIONS ARE IN COMPLIANCE WITH THE 19822 EDITION OF; THE UHC
4r
SIGNED -NED v !�- . DATE
FRANK L. TYUKOS, ,..E 32434
F 'L T ENGINEER I NG
5790 CLARK ROAD
PARADISE, CA 95969
( 916) 872-0254
gy
SUBJECT: TYPICAL RESIDENTIAL GARAGE FOUNDATIONS
BY: FLT DATE: 7/86 JOB NO.: 6325
PROJECT: WENDELL REINERTSON - ARCH,L DESrGNING
1054 54 LISA LANE, PARADISE CA 95969,
FLT ENGINEERING
579 ► CLARK ROAD
PARADISE, CA
SHEET 1 OF
DESI�aN i_RITERIA:
GARAGE STUD WALLS & ROOF (FLOOR) ARE SUPPORTED BY CONC. FETAININim7
BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED C TOP BY
CONCRETE SLAB AND AT THE BOTTOM BY FOOTING.
CODE 1982 UBC
SUPERIMPOSED LOADS:
MIN. DL = .010 x (3+8) = .11 k/1
MAX. LL = .020 x 17 +.010 x (17-3) +.010 x 17 +.005 x 8 = .69 k/1
ALTERNATE MAX . ' LL = .050 x (7.5+101 = .88 k / 1
LOADING PER ABOVE IS'CRITICAL FOR BOTH - BEARING (INCLUDES DL + LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL - ROOF SNOW + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL +
ADD'L.WALL DL
ALT. MAX. LL - ist u 2nd FLOOR DL + LL (NO ROOF LOAD)
SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL -
2.0/6`'•2 = .056 KSF -- 1' SURCH.
CALL'S FOR 1. 6" THICK WALL: :A. 4'-0" HIGH - SHEETS 2 Q3
'8. 6'-0" HIGH - SHEETS 4 & 5
C. 8'-0" HIGH SHEETS 6 & 7
2. 8" THICK WALL: A. 8'-0" HIGH - SHEETS 8 & 9
B. 10'-0" HIGH - SHEETS 10 & 11
CONCRETE - ULTIMATE COMPRESSIVE STRENGTH.- f'c 2000 PSI
S DAYS,
REINFORCING - ASTM A615, GRADE 40, FESSIp
WELDED WIRE MESH ASTM A185, QG W1.4 x W 1 . 4 •Ty\
ALLOWABLE SOIL BEARING PRESSURE -+1500 PSF, N0. 32434 ^
W
a
ALLOWABLE LATERAL ORG. PRESSURE - 2oO FSF, � 'h
J} CIV1�-
qrF OF
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALClh BY : FLT
SUBJECT: CONCRETE RETAINING -.BEARING WALL
---------------------------------
WALL DESIGN:
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
.,
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
( 916) 872-0254
SHEET 2 OF
GRADE SLOPE FIATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE.(PSF):
30 .
SURCHARGE (FEET): WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE -COMPRESSIVE STRENGTH OF CONCRETE (PSI) :
2000
GRAVITY LOAD - DEAD LOAD (KIP)
0.11
- LIVE LOAD :KIP)
0.88
OVERALL HEIGHT OF THE WALL - Hw (FEET):
4 f%,
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
5
THICKNESS OF WALL'- T (INCHES):
6
COEFFICIENT = a
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
0.38
REACTION @ TOP OF WALL - Rt (KIP):
0.16
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.22
HEIGHT OF 10' SHEAF' - Ho (FEET):
2.23
MOMENT - Mw (FT -KIP):
0.18
AREA REINF. (IN"2) 'd.'(IN) SIZE &
-------------------------------------------------
SPA (IN)
o.033 3.75 #4 @
73.3
MIN. VERTICAL REINF. - .15 % (IN"2):
0.108
MIN. HORIZONTAL REINF. - .25 % (IN"2):
0.180
DESIGN REINF. - VERTICAL: #4 @
24
- HORIZONTAL: #4 @
13
COMBINED STRESSES @ WALL 0.11 < '1.0
F"ALCI 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 - Fc:
0.35
BEAR,'ING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING— WIDTH (INCHES):
11.92
- DEPTH (INCHES):
6.00
DESIGN FOOTING - WIDTH (INCHES):
12.00
- DEPTH (INCHES):
6.00
TOTAL GRAVITY LOAD - Pv (KIP):
1.49
INCREASE OF ALLOW. SOIL PRESSURE
0.0
ACTUAL SOIL PRESSURE - 0 (PSF):
1490 <,150o
SLIDING RESISTANCE - Fr (KIP):
0.31 f 0.22 .
SLAB REINFORCEMENT:
----------------
REINF C TOP OF WALL (BAR #):
4
MAX. HORIZONTAL SPAN OF WALL (FEET):
7.81
DESIGN HORIZONTAL SPAN (FEET):
4
SLAB THICKNESS (INCHES):
4
SLAB WIDTH REQUIRED (FEET):
8.93
DESIGN AREA OF SLAB REINF. (IN-2/LF) :
0.029
ALLOW. TENSILE STRESS OF REINF. (KSI):
30
LENGTH OF DOWELS (INCHES):
8.62
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. . 635
DATE : 711986
CALCIS BY : FLT
SUBJECT CONCRETE RETAINING - BEARING WALL
---------------------------------
WALL DES•I GN :
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
.,
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
( 916) 872"0254
54
SHEET -)� OF
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSA:
30
SURCHARGE (FEET): WHEEL'LOAD
1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIP)
0.11
- LIVE LOAD (KIP)
0.88
OVERALL HEIGHT OF THE WALL - Hw (FEET):
6 % ,S
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
7
THICKNESS OF WALL - T (INCHES):
6
COEFFICIENT - a
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
0.74
REACTION @ TOP OF WALL - Rt (KIP):
0.29
REACTION @ BOTTOM OF WALL - Rb (KIP):
0.45
HEIGHT OF 10' SHEAR - Ho WEET):
3.37 .
MOMENT - Mw (FT -KIP):
0.55
AREA REINF. (IN^2) 'd'(IN) SIZE &
SPA (IN)
------------------------------------------
0. 099 3.75 #4 @
24.1
MIN. VERTICAL REINF. - .15 % (IN^2):
0.108
MIN. HORIZONTAL REINF. - .25 % (IN^2):
0.180
DESIGN REINF. - VERTICAL: #4 @
24
- HORIZONTAL: #4 @
13
COMBINED STRESSES @ WALL
0.28 < 1.0
CALCIS BY : FL.'T SHEET r .OF
FOOTING DESIGN:
---------------
DENSITY OF SOIL (F'i F) :
loo
DENSITY OF i_ONCERTE (PCF):
150
ALLOW. SOIL. BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
0.05
BEARING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF).:
1500
PRELIM. FOOTING - WIDTH (INCHES):
13.52
- DEPTH (INCHES):
8.45
DESI13N FOOTING.- WIDTH (INCHES):
14.00_
- DEPTH (INCHES):
6.00
TOTAL . GRAVITY LOAD - Pv (KIP) :
1.76
INCREASE OF ALLOW.. SOIL PRESSURE (%):,
0.0
ACTUAL SOIL PRESSURE --Q (PSF):
1509 < 150
SLIDING RESISTANCE - Fr (KIP): 0.41 < 0.45,- INCREASE BACKFILL
To /Z
SLAB REINFORCEMENT:
---------------
REINF @ TOP OF WALL (BAP. #): 4
MAX. HORIZONTAL SPAN OF WALL (FEET)d. 5.77
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS (INCHES): 4
SLAB WIDTH REQUIRED (FEET): 16.30
DESIGN AREA OF SLAB REINF. (IN'''2/LF) : 0.029
ALLOW. TENSILE STRESS OF REINF. (K,SI): 30
LENGTH OF DOWELS (INCHES): 15.77
. ° ~
PROJECT : WENDELL REINERTSON - ARCHIL DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALCIS BY : FLT
SUBJECT: CONCRETE RETAINING - BEARING WALL
----------- ______________________
WALL DESIGN:
ALL CALCULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
GRADE SLOPE RATIO: LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF): 30
SURCHARGE (FEET): WHEEL LOAD 1
' YIELD STRENGTH REINF. (KSI): 40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000
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 - Fhq (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)
------------------- _____________________________
0.226 3.69 #5 @ 16.5
MIN. VERTICAL REINF. - .15 % (IN^2):
MIN. HORIZONTAL REINF. - .25 % (IN^24
DESIGN REINF. - VERTICAL:
- HORIZONTAL:
COMBINED STRESSES @ WALL
0.11
0.88
8
9
6
1.46
1.22
0.46
0.76
4.51
1.22
0.108
0.180
0.62 < 1.0
CALCIS BY FLT SHEET % OF
FOOTING DESIGN:
DENSITY OF SOIL , ( PCF) :
►0
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEATING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
0.35
BEARING PRESSURE REDUi=TION (PSF):
o
NET. ALLOW. BEARING PRESSURE (PSF) :
150o
PRELIM. FOOTING - WIDTH (INCHES.):
15.12
- DEPTH (IN►_HES):
17.66.
DESIGN FOOTING.- WIDTH (INCHES):
18:00
- DEPTH (INCHES):
12.Oo
TOTAL GRAVITY'LOAD - Pv (KIP):
2.27
INCREASE OF ALLOW. SOIL PRESSURE (%):
0.0
ACTUAL SOIL PRESSURE - Q (PSF):
1510 < 1500
SLIDING RESISTANCE - Fr (KIP):
0.68 < 0.76 - INCREASE BACKFILL
Tv /8
SLAB REINFORCEMENT:
'
REINF C TOP OF WALL (BAR #):
4
MAX. HORIZONTAL SPAN OF WALL (FEET):
4.53
DESIGN HORIZONTAL SPAN (FEET):
4
SLAB THICKNESS (INCHES):
4
SLAB WIDTH REQUIRED (FEET):
26.04
DESIGN AREA OF SLAB REINF. ( IN``'S%LF) :
0.029
ALLOW. TENSILE STRESS OF REINF. (KSI):
30
LENGTH OF DOWELS (INCHES):
25.14
PROJECT : WENDELL REINERTSON - ARCH'L DESIGNING
JOB NO. : 6325
DATE : 7/1986
CALCIS BY : FLT
SUBJECT: CONCRETE RETAINING - BEARING WALL
---------------------------------
WALL DESIGN:
------------
ALL CALCULATIONS ARE IN UNITS/LN. FT.
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
( 916) 872-0254
SHEET -P OF // `
GRADE SLOPE RATIO:
LEVET_
SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET): WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (K:IP)
0.11
- LIVE LOAD (KIP)
0.88
OVERALL HEIGHT OF THE WALL - Hw (FEET):
(3 -w ---
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
OVERALL
9
THICKNESS OF WALL - T (INCHES):
8
COEFFICIENT - a
1.46
TOTAL EARTH PRESSURE - Fhr (K:IP):
1.22
REACTION @ TOP OF WALL - Rt (KIP):
0.46
REACTION @ BOTTOM OF WALL - Rb (K:IP):
0.76
HEIGHT OF 10' SHEAR - Ho (FEET):
4.51
MOMENT - Mw (FT-K:IP):
1.22
AREA REINF. (IN"2) 'd'(IN) SIZE &
SPA (IN)
--------------------
5.69 #5 @
25.4
MIN. VERTICAL REINF. - .15 % (IN"2):
0.144
MIN. HORIZONTAL REINF. - .25 % (IN"2) :
0.240
DESIGN REINF. - VERTICAL: #5 @
24
- HORIZONTAL: #5 @
16
COMBINED STRESSES @ WALL
0.27 C 1.0
CALCIS BY FLT
SHEET 9 OF
FOOTING DESIGN:
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCER:TE (PCF):
15o
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
2 00 . .
FRICTION COEFFICIENT — Fc:
0.35
BEARINim PRESSURE REDUi_TION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING — WIDTH (INCHES):
16.72
— DEPTH (INCHES):
13.07
DESIGN FOOTING - WIDTR ANCHES) :
20. 00
—.DEPTH CINCHES):
12.00
TOTAL GRAVITY LOAD — Pv (KIP) :
2.49
INCREASE OF ALLOW. SOIL PRESSURE A):
0.0
ACTUAL SOIL PRESSURE — 0 (PSF):
1494 < 1500
SLIDING RESISTANCE — Fr (K:IP):
0.76 `� 0.76
SLAB REINFORCEMENT:
-------------------
REINF @ TOP OF WALL (BAF; #):
4
MAX. HORIZONTAL SPAN OF WALL (FEET):
5.78
_DESIGN HORIZONTAL SPAN (FEET):
4
SLAB THICKNESS (INCHES):
4
SLAB WIDTH REQUIRED (FEET):
26.04.
DESIGN AREA OF SLAB R:EINF. (IN^2/LF) :
0.029
ALLOW. TENSILE STRESS OF REINF. (KSI):
30
LENGTH OF DOWELS (INCHES):
25.14
FLT ENGINEERING
PROJECT : WENDELL RE I NERTSON - ARCHIL DESIGNING 579 ► CLARK ROAD
JOB NO. : 6325 PARADISE, CA
DATE : 7/1986 (916) 872-0254
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):
30
SURCHARGE (FEET): WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIP)
0.11
- LIVE LOAD (KIP)
0.88
OVERALL HEIGHT OF THE WALL - Hw (FEET):
10 10 ----- Z,.B,
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
11
THICKNESS OF WALL - T (INCHES):
8
COEFFICIENT - a
1.46
TOTAL EARTH PRESSURE - Fhr (KIP):
1.82
REACTION @ TOP OF WALL - Rt (KIP):
0.,67
REACTION @ BOTTOM .OF WALL - Rb (KIP):
1.15
jHEIGHT OF 10' SHEAR - Ho (FEET):
..5.66
MOMENT - Mw (FT -KIR):
2.29
AREA REINF. (IN^2) 'd'(IN) SIZE &
----------------------------- -------------------
SPA (IN).
0. 275 5.69 #5 @
13.5
MIN. VERTICAL REINF. -- .15 % ( IN'`'S) :
0.144
MIN. HORIZONTAL REINF. - .25 % (IN^2):
0.240
DESIGN REINF. - VERTICAL: #5 @
13
- HORIZONTAL: #5 @
16
COMBINED STRESSES @ WALL
0.49 < 1.0
CALCIS BY : FLT
FOOTING DESIGN:
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF1:
200
FRICTION COEFFICIENT — Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING — WIDTH (INCHES):
18.72
— DEPTH CINCHES):
23.96
DESIGN FOOTING — WIDTH (INCHES):
24.00
— DEPTH (INCHES):
18.00
TOTAL GRAVITY LOAD — Pv (KIP):
3.17
INCREASE OF ALLOW. SOIL PRESSURE (%):
10.0
ACTUAL SOIL PRESSURE — G! (PSF):
1587 < 1650
SLIDING RESISTANCE — Fr (KIP):
1.25 > 1.15
SLAB REINFORCEMENT:
REINF @ TOP OF WALL (BAR #):' 5
MAX. HORIZONTAL SPAN OF WALL (FEET): 5.88
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS (INCHES): 4
SLAB WIDTH REQUIRED (FEET): 38.03
DESIGN AREA OF SLAB REINF. (IN"2/LF): 0.029
ALLOW. TENSILE STRESS OF REINF. (KSI): 30
LENGTH OF DOWELS (INCHES): 36.72
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OWNER'S'NAME:
PERMIT #: A.P.
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When approved, process as follows:
Mail to owner
Mail to contr_
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Address)
for
#: -
(Name and Address)
and hold for pickup at 0 fice.
Deliver with next inspection.
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SOB; 74327 MAT THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMi—, ED BY TRUSS MFR.
T
TOP CHORD 2X4 FTR_LARCH #1 TC X.�LOC L -R, 0.2-9 G.81 12..94 19.ZAL_25-r-�J 31.12 37.11 M.
BQT CHORD -2 X 4 -4 1 R - LAR C H -01 c::
WEBS Z X'4 FIR -LARCH STANDARD BC X-LOCL-Rb H.29: IZ,Z7 19.0Z 27.93 37.71 cn
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *-TC 1 :1,7 BC:4
IREQUIREKEOT'S OF I.C.B��O. RESEARCH REPORT *2949..
CAMBER 114" AT MIDISPAN BETW5.E.N BEARI.NGS.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND 'co,
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CTRCLE OR DIMENSION. + BOTTOM- CHORD CHECKFP 'FOR '1Z PSF LIVE LOAD.
S E E DRAW I NG 1130 , F OR P LATE L OCATI ONS ON TYP I CAL JO I NTS cc
co
ALL TOP CHORD SPLICES OCCURRING BETWEEN CD
TOP CHORD SHALL BEILATERALLYSRACED WITH PROPERLY CONNECT5U PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 0
PURLINS SPACED AT A MAXIMUM OF 24" 0-C- 1/4 OF PANE I L I LENGTH FROM PANEL P0114T (WITHIN 12") AND Lo
SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT. SPLICE.
NOTE.- 'PLATES ARE DES1,GNED WITH A DURATION FACTOR OF 9.92.
oow�%, 06
5xs 3XG
I i5xq li5x
5xs- 2.. 5 X 4
12
Ul 3X8
3X4 3X8
4.X.6
19-0-0 L9 -O -O BijTTG COUNT1
L4
0o
-0-0 OVEP 2. SUPPORT 81"JILD! ll�-
R�13104 W�: R -lit
PL0E_'TYPE"-ALPINE SEQN"-18,1010 FURNISH'A COPY OF THIS DESIGN TO ERECTIOI�' CONTRACTOR,
FLPINEENGINEEREO PRWUC7S, INC TRUS14ES RErjjlRE EXTREmE CHRE O9SMN"CRlT i,_,d --2-bi
rr* I MPORTANT*4 S�aL NOT BE RESPONSIBLE FOR ANY* WARN I NG IN HsNbum, mEcTION ONO
tCA_
,
DeYlStION FROM THESE 5,PECIF . q k4Y UVIAtION F90M BHACNG.SEE 18MCIN4 VOOO TRUSMS1 TC LL 20.0 PSF DATE 04/oe/ee
THIS WSIN OR ANY FAILURE, TO BUILD THE TRUSS IN CONPORMINCE, COhMEVRAY MO RECOMMENORIEDNS-&TPI)� SEE
r EIEF
"F DATE 0
0 C
10 0 PSF' ORVG CnUSR4227, 9909tW
THIS W
c CONNECTOR9 MIS OESItN FOR 11OL �CWA-
C= 4ITH THE 400PLiTr CONTROL MRIURL' BY TPI. ALPIM ADDITIONAL SK �TC OL 09
FIVI r" C
ORE "UPACTURED FkOm 2o dAUGE raVANIZED . VtEL UNLESS NEWT ORACING REbUlAgMENIS. UNUSSI)THERVISE No C443495'. BC OL 5 0 PSF� CO -ENr,,.
OtHERME SHOVNr MEETtNd REDUIREMENTS OF ASTA A44B GRACE R. SHUYNO TOP CHORD SHALL BE LATERA.�Lf BRACED cf:
LRIN ct= Ex �/30/ )S 0/ 1
APPLI CONNECTORS TO BOTH FACES AT EACH XINT AND LOCOTE AS VIIH PROPERLY QTTACHED PLjVDdU V8HIHINO� TOT. LO. 35iO PSF O/A'LLN. :38�0-0,
-At
c USS BERRING Warid ARE 4� NOMIWAL UNLESS OTHERWISE SKVN. BOTTOM CHORD WITH Amin CEILING OR 8RAOING
T S SHOM le I PI T
bEgIGN StONOPADS CDAFOR E PROVISIONS OF
TRUS M YIIH FOPLICABL ns soairim ON umcn, oo Not u t 1 '4. LOUR. FAC. 1.15 PITCH 4. 0/ L2
TVPE C
040S AN) 4 1 P I [PC I) k=i 4IlH,PIkL khflidUAlir WRTLU L 00' OF
P t rRUR% PI Alt INATITIM', NOII.- WrlriNAL ONMN SPECIPMATION FOR VMO CONVRII SPACING 24.400 TYPE COMN
A 6 R 1 C AT'O 9`,�
4q��4 0 'v I
Mi'b -ll-, I I ; _11,4 1�: I I , I , `1_1 `11VI�11111';f,01_71_1� "`tku
TH1S DES I GN*_ HAS I�F-Rb C1 OT'i"SUBMITTEC' V
T111"' TFIM
ZX4' Flk-LARCH S$ TC X -LOC 'S'.Z4 !Z,.00 17,9,6 23.71
BOT CHORD 2)(4 FIZ-:LARCH *1 C:
_�Jt6t 2,X* �17.65 23-71
--"FtR-�ARCH STANDARD
BC X�40C 1
CONNECTOR PLATES MUST BE INSTALLED I N
R,EPUIREMENTS OF 'I.C.B.O. RESEARCH REPORT, *2949- '21, COMPL�TE TRUSSES REOUIRED
ACCORDANCE'WITH
FASTEN. 'TOGE.7LHER WITH 16D NAILS #1 Iiip Only co
ALL PLATES AR 9 TO BE CENTERED ON THE 00'.
TNTI LEFT TO RIGHT AND 'Top CH --------- .14* O,-C�-
TOP TO BOTTOM, EXCEPT WHEN -LOCATED BY CIRCLE OR DIMENSION, WE 8 S 4R 04C. STA7GGER�D
NJ
SEE DRAWING 13.9 FOR 'PLATE LOCATIONS ON -TYPICAL JOINTS." BOT CH ", ------- �16" O.C. LD
CD
ALL, BOTTOM, CHORD SPLICES OCCURRING BETW SINGLE CUT W NPS
EEN EB 0�2 E ;11,3,5
PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY,
1/4 OF PANEL LENGTH FROM PANEL POINT AND
(WITHIN THIS #1 HIP DESIGNgD, TO. SUPPORT Sfll", JACKS WITH NO WE�BS.
S
SHOULD NOT OCCUR IN PANEL4 NEXT TO A PANEL POINT SPLICE.'
F 0 -
P
T
ONN
R ECIU
ALL
Top
S EE
TOP CHORD SHALL BE LATERALLY $RACED WITH PROPERLY CONNECTED
1IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TR.QSS S SPACIEDATA MAXIMUM OF 24"10,.C.
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL, DATA, INCLUDING I DIMENS1ONS AND LOADS? CONFORM This drawi s3ecffieq, si n for common hip triA*ses
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FARRICATORIS to be used ON , 1 plyl? 8se sam lumber conrl
TRUSS LAYOUT. guration and p , Extend top chord to hip rafter and
suppqrt P�P: Brace flat top chord w 2X4 at,eral
All nails specified are aommon,wire nails�, bracing, O.C, Faste,ln to each chord wit:4 2 -lid nails.
Conventional framing is -not the responsibility of the truss
desi.per,tplate,manufac,%':urer, nor truss fabricator.-F-ersons
er6c ing russes are caut3.oned to seek advice b:� �ocal
professional� engineer regarding conventional framing.
0.6 3X7 4)t6
12 12
zz�___j 4. 00
3X1j
2.5X4 1.5X3 2.5Xq
40
ly
,U
s20 -3X7 G co
T T
'6" Overhang 6-11-4- 10-1-8 _NT
-24-0-D OVER 2 SUPPORTS
-1909# w- 3.50
R 'U - - , RRO MF
A9 9 P A-1
PLATE TYPE --ALPINE SEON--1 5 1365 r RNISH A COPY LE THIS DESIGN TO ERECTION CONTRAC TOR E 3.0 SCALE ja
TRUSSES REWIRE EXTREME DWE ESIGN CRIT UQQ
L NOT.O& RESPONSID-E FOR RNT, 'qRRNI.NG
C= **TMPORTANT** wm a HRNOLIK ERECTION'"
FLrINE ENGINEEW-O FRCCUCTS, INC REF
=10� MIATION FROM THESE _qPECIFTk-,RTjDNS OR FW DEVIATION FROM BRACING,SEE -UT-76-, MRCIIIJ 9000 TRUSSES; TC LL 20.OPSF DATE 1-1/25/97
PL
r
VE V PIC
THIS DESIGN OR 'AN FAILURE TO WILD THE TRUSS IN CONFDRMRNCE COOMENTORT AND RECOMMNOATIDN�-OTPV. SEE 101.ro
r
WM TfE CONTROL MWURL� BY,TPI. KPINE_ CONNECTORS' THIS DESIGN, FOR ADDITIONAL SPECIAL PEWA- TC DL PSF DRVG cAUSR427 B73a9005
ARE "UFRCTUi ED FROM 20 MOM GFLVMIZED STEEL UNLESS NENT ORACING REOUIREMFNIS. LjNLESS,DTHEPgISE, 0 PSI
V]SE SHOW 5 F
OTHER N, M4ETItiG,REW1REk-.NTS or As7h n4qs GRAcE n. sHwN, TOP CHORD SiALL BE LRTERFLLT BRFICED BC DL CA 7ENG
LPIN
APPLY COWNECTORS' TO BOTH FSCES'AT ETICH JOINT AND LOCFITEE AS! WITH rROPERLY RTTREHEDPLYMDOO SHEATHING, 'TOT. Q. 35.0 PSF O/R LE
T T�USS 8MING WIDTHS ARE R.- NDMINPLIU&ESS OMERWISE SHOWN. B077cn CHORD WITH Risio CE-ILING OR, BRACING
r SHDVN.
RUSS OESian sTANomm CONPM, VITR FPPLICRiLE FROYISIONS OF RS SPLCIFIFM ON DESirx.7, M NOT USE IIHIS, OUR, FAC. 1.15 PITCH q. 0/ 12
*ND!; AW *M, M'.T) DESIGN VT1H FIRE RETARDANT TREATECr LUMBER,
Q03
#-TPI - TRUSS PLRTF.INS1ITUTE, N17S -'NqTtML DESIGN SPECIFICATION FOR VOOD CDNSTRUCIION S e tback 6-11-4 TYPE CSPS-
TRUSTMFKT
EPAKED"FROM COMPUTEIR' T"I'LOADS', DI
""I'N'Ob �7' 0ENSIONS'I" SUOMI TTEWSY:4
TC X, -LPC L -Rs 8�.12,9 6w+1 '12, off 17,4-5 9 X3:*74 si. 33
Tte,�,rH&D 2X4 FIR-LAR'CH *I IC= ,
BOt�ZHORD 2X-4 _R -LARCH - #1 jrn
F'I Bc Y' -LOC L��R-a�- 0.29 ;8,. 27 -1 S,I� 7 3
��LARCHI STANDARD
J,
3"t
'i, IQ
C :,I
CONNECTOR PLATES MUST BE INSTALLED I N ACCORDANCE WITH S,X N GL'E CUT WEB T ,A
�REQUJREMENTS. OF J,C,BIQ- RE,59ARCH REPORT :#,.Z949
*BOTTOM.CHORD CHECKED FOR. 1Z P'SF 1jVE1 LOADe M
co
A L PLATES ARE TO BE CENTERED ON THE, JOINT, LEFT TO RIGHT AND
HALL BE L -,ED WITH F_R C:1
TOP 76�40TTOM, LOCATED BY :CIRCLE OR DI'MENS10. TOP CH09D S ATERALLY BRAC OPFRLY CONNECTED N.
EXCEPT WHEN j, - - ' - -
S E,E, DRAW I I NG 1�3jy FOR " PLATE LOCATIONS ON TYPICAL JOINTS. PLURLI'N$ SFACED AT A MAXIMUM �OF 24" O.�C, Co.
C5.
N
N ES Af�,� DESIGNED WITH A DURATION FACTOR OF 0,�92,. 0,
,p7g;, �PLAT.
Note: 2X4 #3 bem-fir or better continuous IaL�eralbottom chord[ bracing CO A.�
T,72!! max. O.C. requiredj,'Attacb ,w/2; -16d nails., Bracing is not reVired
.cb
f ilinj is a 6d:directl to bottom chord. Bracing
11 ' a
materia7iotocte' suppliedL 'and attached a both, ends to :,:suitable support
by erection contractor.
y'
4X q
, 1 9,09,
IX3 IX3 VSA
7
12
2
*PIT
q. DID
2X7
2 5X4 2.5 X4
3 X \q -OUNPY
.3601 0.11.
12-0-0 _i.2-0- 0
11 -DING DFPARTMR%�
— �q-O-O OVER 2 SUPPORTS
-120 rn
R -B204 W-2,50" R w , pRC
PLRTE" TYPE—RLPINE SEQN--1Gq113 _i FURNISH R. COPY OF THISDESIGN TO ERECTION CONTRRCTOR T
27-779
FILPINE ENGINEERED PRWM761 TFUSSES 0,EU)IRE CAMME CHNE DERIGN CRI UBC REF
**IMPORTANT#* SHXL NPT OC RESPONSIBLE FOR my WARNING w wouw� wcTirm Aw
DLYIRTJDN FROM NESE SPECIFtCRTIONS OR MY DEVJRTID� FROM ORWINGSEE '89T46'j IBRACING Wbw� TRums. 20. 0 PSF DATE 0 1
TP LL
fe,
7HIS DOIN OR MY FRILLPRE M BUILD TIC 04M jN,CDtDRrFME COM01,M1 F14D RECUWWTION5�6VII, SEV
TC OL 0 PSF DRVG rASR427
VITH ItC 'DUALITT MNTM,rWLVL' W MI. OLPINt CDNA=DRS IHIS OCSIGN FOR
ED -BRFCIN4 REWIREMEWS-40LESS'DiliERVISE 14 C -ENG 42;,
ME rmfnc7LR fwm 2o :Gwm ra-ymum: WEEL "M WNT
DL S. 0 PSF fA
OTHERVISE SHIM, METING REDU;AE11ENTS OF fGT" n49A.GAnDE R. SHNNo IDP CMRO D*XL OC LATERFLLT DRFCCO
PIN 11PPLI MWIORS. TD WIN fAM HT ERC� JDINT FOOLOWEL AS qtI14 PRMEWY WACHED PLY9000 SHEIIIHING, LD. 35. 0 PSF, D/A LEN. 24-0-0
0
TC E
]E - C
R BC
VI
01 TOT.
S'
Buittm CW0 WtIN RIGID CEILNG OR
SHDVN, SEARING VIOIHS MC 4" kMIFFL UNLEM OTWWISC WN� !4. 0/12
491TR ft-KiCKLE PRINtSIMS Dr Its spairim a" ucsicu. �w WT WE IIHIS OUR. FAC . PITCH'
TRUS DCSIW STRUIRDS. WOW
-Nas k4i 01PI WLT). uF.Stw oths 1`14, NOMIAM Utntai
— r= JDN SPIKING 2q. D" TYPE COMN
M, rRMS FILM INS71TUTE, NOS - WTJDK#r� Df5jrtj SPECIF'CRT'DW rut WC00 tWSTMICTION 1-0
i zn�J,, -,5
9
71,
V
IM
ra v -,:;r
spacirg O.C. M=-
-d Diel is=,* on CrilUcim"-
Raftw� slop" < 4:12 sag L/240 i-sn
2X4
L/180
Cuilirq joizt L/240 reqiAred
1- 03
'N"O CIAW 0
Wter Slop6 4 4 -.12 R&�t-� Slooe >/ At,12 b= < 7: 12 Cftillm JOi3t
ti've LOO -a 20 20 20 20 16 16 20 20 10 10
Dead Load 1 10 14 25 7 15 10 15 5 10
PL=atiw Pac:w 25t 254 2!A 25% 15V 25% ISC, 154 1.00 1.00
St= DUDE =J;Akl R A t -L
214 CWT FL
6-11 -.0 1 6-4-016-17--ol 1 ID -4--.0 7-6-0 7 -6 -016i -I 1 -0 1
Z" .01 FL 0-1 D -O' b -1--O
ZX4,* SS FL -6.0 74-0 7-5-0 b -I 0,-0, b -I
-3-0 11-0-0 10-1-01, 1 -00
I -N-0-0 1 12 6
VA, f2 FL 11-4-0 10-1, 1 -0 1 0-� Ic
— - - I n
- -� 1 t* -O -O 12-0-0
A L -6-0 11-1-0 10-6-01 1 D -ba -0
FL 111-6-0 IA -0-0 12-9-01 40
2XA 'SS
C
bo I�H�nq dehaianar aW trUm
irt. 4im reapmoibi3ity Qf
w zed4zi tb" drucl prior tj;, txv-x-un
amber to
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warity that jUU
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