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N0TEZ RESIDENTIAL V
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F�_�68�i2
,,,40-05902-3151
/3 �,�n pc-�PERMIT NO. ,
o S
- — ; BRUSCHI; GEOR GES- = ----- -
:. 6114 KANAKArWt `OROVILLE
f CONT.";BETTER BUILDERS =
NEW SINGLE FAMILY
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-l�(-Ci��'`{.G-lam �S v,/CC.Ir► {��i/c�C�l � 1���� ..,�1
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.4,
SPECIAL CONDITIONS
f CHECKED
{ BY
SRA
FLOOD CERTIFICATE- REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
OFFICE COPY
.� Address
ivi
•• "� - ELECTRIC -
Meter By Date"
JOB FINALED (Date) �--
Signature
4, ti
J=OK
0 = Not OK
. = NotReadyable
1.
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
3.
1.
Zoning Requirements -Setbacks -Easements
Wood Awn.; Posts- Beams- Rftrs-Connectors
Shthg-Frg-Bracing
2.
Soils; Special MH Support Sketch
6.
3.
Sewer; Location -Test -Fall -C/O -Concrete
Electric
4.
Water; Location -Test -Easement Needed (Sketch)
Siding; Nailing -Veneer -Stucco -Mesh
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
11.
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
Braced Wall Panels
7.
Well Clearance & Disconnect
8.
Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Beams- Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test "
11. Light Niche
12. Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J=OK
0 = Not OK RESIDENTIAL
- =Not Applicable • '
. = Not Ready
Date UNDE OR (Plans) OK except #'s
oning-Setbacks-Easements-Flood-Slope
`P. FtcL,. Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
j�/113 i&.-Ftg., Garage; Soils-Steel-Elec. Grnd.-/ " Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
6a. Hold Downs and Special Anchors
7. Slab. Steel-Wraooed
(Single & Duplex),
Date FRAM!(Continued)
Han ers-Post Caps -Anchors -Connectors
Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng.
ace es or yp e -Fireplace Throat Clearance
469. is Access; Size & Romex Protection -Draft Stop -Ins. Baffles
rm. Windows or Exiting Doors-&imension
(� Garage Fire Protection FraminSQC Chann
j53--P-roperty Line Firewall & Openings -
,§,4_ -Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
44-55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
Siding -Nailing Veneer
co p Screed -Fd. Vents-Underflr. Access
L+56—GTazrng Area -Glass Protection -Skylights -Plastic
Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
�? #, 62. Insulati - a 9
a ° 63. Infiltration- ails -Windows
Dat g Card B-1 Date Card B-1
Date Card B-1 - Date Card B-1
Date FINAL Plans OK except #'s
64—Sx-L Steps -Door & Sidelight Protection -Landings
moke Detector -
6 eVents-clearance-Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
6 room Exiting
& Bath Fixtures & Tub Access -Spa
• (6j,91ec. Trim & Subpanel, Breaker Sizes & Labels
7
71� Firppinrp nr 51gy2 Clearance -Hearth
7 ec. Outlets at Wood Panel, Int. & Ext.
it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
jyrNec _Outlets & Receptacles at Kit. Counter
Lkqtn.Garage Fire Door; Swing -Landing -Closure
7 ge-Damper
Htr.;,l/enta-Clearance-Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
.; Elec. & Mech. Equip. Listed for Location
lec. Receptacles in Garage (F.F.I.)-Romex Protection
ta0—Thsulation-Foam-Looked-in Attic
k Construction -Post Caps
ens yawl Hole Door Drainage & Wood -Earth
_ Clearance Looked under Floor ❑ Yes
83. Followin Instld./Drive O No/WalksCL*r tYNo/Planters ❑ Yes Qq4tr'
cc rown-Finish j
. C. Unit Disconnect, Electrical -Plumbing
tPO'Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
8� N/ate -W eff-BiseonRest, Electrical, Plumbing
xterior Elec. Trim, G.F.I. Receptacle -Underground
entilation Throughout House
aqeass Protection
91. Correct' ns from Previous Inspections
92. eters Tagged,,63a-Electric'I---_
. Water & Sewer Connected -C/O to Grade -HD Approval
9 . ne Compliance Certificate -Other Certificates
.'19 ddress Posted
8. Pi - ire lace Ftg.-Steel
-
, /J
Z .W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test
7
10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11. Water Pipe; Test -Anchors -Regulator -Service Test
12. Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date PLUMBING (Permit) OK except #'s
47. Water Htr.; Vent -Access -Combustion Air Baffle r
Water Pipe; Test & Anchor -Nail Protection
W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
as Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date E0.L TRICAL (Permit) OK except #'s
4. 5ixture & Transformer Clearance -Ins. Protection
Elec. Receptacles Spacing -Lights &Switches at Doors
25 ze Boxes & No. of Conductors Stapled
Qr Romex Installed Close to Edge of Studs & C.J.
AZ&.-'5q—uip. Ground made up w/Mech Fasteners -Bond Gas & Water
AW -2 Appliance Circuits in Kitchen & Conductor Size GFI
30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ / a Cu or Al
31. Range Circle/f�es /gAI-Oven Circ. /g C or Al
Insulated NeYitral {3Yes ❑ No
L22- Sery -Ground Main Disconnect
OT -Equip. Clearances Panels-Motors-Mech. Equip.
414-T!Oes Closet Light -Shower Light -Spa Light
65'Smolke Detector
Date Card B-1- Date Card B-1
Date Card B-1 Date Card B-1
Date MECHANICAL (Permit) OK except #'s
40"A7. Ducts Insulation & Support
Vent Fan, Exhaust above insulation
ondensate Drain & Overflow, Size & Grade
F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
Attic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMIN (Permit) OK except #'s
pe-gflis Proper Materials & Anchors
. Walls Studs -Nailing Spacing & Braces -Plates -Sound
tp-�§_paring Walls over Girders & Floor Nailing
,erDraft Stop in Walls (rat proof)
rre Stops, Furred Ceilings -Stairs -Chasers -Tubs
Headers & Beams -Size & Bearing
Date`71//'c,/a'2 Card B-1 Wa Date Card B-1
at Final:
Card B-1 04 Date Card B-1
Card B ® Date Card B-1
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 695965 • Telephone (530) 538-75410 �R N�
(Rev.12/9F) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
069-240-059
ZqI""G
ING PERMIT
OWNERTELEPHONE
GEORGE I.R0_358292
SQ. FT. OCC. BUILDING VALUATION
1,693 R
91,422.00
OWNER'S MAILING ADDRE S
11069 E Kilarea Avea
CONTRACTOR'S NAME
BETTER
TELEPHONE
1
7.00
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
105.433.00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 660-50
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 429.30
BUILDING ADDRESS
Energy Plan Checking Fee
$ 23.00
$
Kelly Ridae EST. AB
PERMIT FEE
$ 11
LD09
LLLL
SUBDNISIONSNAME 58-73/77 11/10/77
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
91 7.00 63.00
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
Each as water heater or vent
15.00
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NW STNGI R FAjIT Y
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00 15,00
Mobile Home S I G W
@20.00
PERMIT FEE
$ 14-3.00
FLOOD=X.0825C S?A
ELECTRICAL PERMIT
Fling Fee 20.00
800V OR LESS
Main Service zoAORLESS
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
1 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 ISI force and effect. a�0
License Class LIC. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 20A TO +o00A
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. ( & ACC. SUDS.
SO
3.5QFT. 76 0 1
NEW CONST . MULTI -OUTLET
NON-RESID.
@7.50
8.IiNG�i-E oPurL�ETT CIR.
Ex. OCCU OUTLET OR FO(TUREs
2L @ I'50
BAL @ .50
Ex. Occup. DFIxLIxEEDTSA A= oR.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
PERMIT FEE
MECHANICAL PERMIT
$ 15
Filing Fee 20.00
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
2rl have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurranc carrier and policy number are:
Carrier 5lg}r !'u
Heating -,-NAC
15.0
Cooling
Hood
6.50 6.5
Ventilation
3 4.50 13.5
PERMIT FEE
$ 70.00
Policy Number /SR 7yS
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ 1 certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date /0 -/2 - 6 a
of Contractor ❑ AgentSignatu
An OSpermit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee
$
Energy Inspection Fee $ 46.00
OCC
�3
CONST. TYPE
TOTAL FEE $ xxx 1. 510.9_
HAZ.
--
D. FEES
IMP
FLOOD
CDF
PARCEL
PD
HD
.�
ISS
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
DReceiptNo. P640C
Dele
364363 $1 _ S9n Q5
WHITE-D.D.S.-B.D. CANA Y• S SS0 PINK -INSPECTOR GOLDENROD -APPLICANT
"�I aai J� ..v nL .fin• ��'rl i� w�!1 i':_Fi ;, �..,..t. .:� ••-._y,Ya^+. F.
g ,
Yy '
�s COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMjairked
01A6���
Proposed Building Use: Counter Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked NA in order to apply.
V 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans.
❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
03. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
M4Vngineered trussdetails and layouts in duplicate. No faxes!nergy compliance design and supporting documentation in duplicate.anufactured homes: (A) Data sheets and installation instructions, (B) Marriage line info ion, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The -permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
,:,❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑.. 10. Letter of intent for non-residential buildings.........................................................
El A1. Detached Accessory Building Form filled out by the owner ......................................
❑ 12': Hazardous Material Form............................................................................... _
❑ 13. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the followinj items.)
Fees as shown on the attached Schedule of Fees Due Sheet ......................................
�l 5. 'Statement of Intent for Non -heated and A/C Buildings .......................................
16. Sanitation and plot plan approval from the Environmental Health Department in
❑ P. City of Chico Plumbing permit ....................
.....�................. n
18. California Department of Forestry plan approval 9 'paid. Sent_ by:1 V ...................
❑ 19. Planning approval for (A) Use: 00 k (B)Parking: (C) Parcel Check:
12"2 Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). �/ Y/03Pre-Inspection for required ................
Contractor's license information. (Number, Name Style, Classification) .......................
24. orker's Compensation Carrier and Policy Number .............................................
42 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................
6. Letter of Signature authorization....................................................................
Recorded copy of Agricultural Acknowledgment Statement ....................................
8. /anuactured home utility clearance..........................................................❑ 29. g violations and/or expired permits.........................................................
nt Deed, ❑ M.H. Title/State ent of Facts, n Latter om Legal Owner, ❑ Check to H. .D. $
Other: %w � tc> gle
erT�sued Telephone and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit.
Applicant: N�_ \, I Date: /6 / 9 - O 2
JL Index permit application for the above items numbered: I Plan Check Letter
l items required
_ , designer, owner, was advised cf the above data by phone, ❑ mail, ❑ counier, y t Date: 1 % . Q
ontractor, designer, owner, was advised of the above data by ❑phone, '0 mail, ❑counter, by Date: P -o
Plans reviewed by: L • S Date: Plans approved by: Date:
Structural reviewed by: Date: OL Structural approved by: Date: Z o
Note transfer by: Date: 10
'Z
Yellow Rnildino Divicinn
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
_ n .
SCHEDULE OF FEES DUE
OWNER
PROPOSED BUILDING USE
1. BUILDING PERMIT FEES
Balance Due ....................... $
Additional Fees Due ................. $
Additional Fees Due ................. $ _
I�JZOOL
sed Plan Checking Fee ... .. $
DISTRICT FEES
(paid at District Office) (Available after Plan Check)
3. SHERIFF FEES (paid at Building Division)
Residential ...................... x $360.00 = $
Units
Commercial (sq. ft.) ............... x $0.03 = $
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... -x-=$
# Units Amt.
Commercial (sq. ft.) ............ -X-=$
Sq. ft. Amt.
5. RECREATIONAL DISTRICT FEES
(paid at District Office) (Available after Plan Check)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
.,. �D5�1DATE
RECEIPT # DATE REC.
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the plan checking process.
G\ 7 a WCOT.KVI1
DATE Al -/2 - Oa
Pursuant to GovernmenWode Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section,66020(a).
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00)
zf3 res&\
ENCROACHMENT PERMIT
COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS
7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356"
Download Forms: www.bUttecounty.net/publicworks
INOTIFY COUNTY 24 PhoneR(5 0) 5038 RE 7 39 RK IS TO BE DONE [Perm 0 31001-1 q � . � tNumber Dish
APPLICATION
I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and
hi hwa s, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted.
1. Applicant's Name: • Ani Ae • .r : (1,11Y*
S'Ti9�1/L
2. Address:
3. Phone: s S7 4. Assessor's Parcel Number.
069-hyo-OSf
5.. Location of Work to be Done:
6. AppriantsSignature: /vt 7. Date:
U " CONTRACTORS INFORMATION
8. Contractor's Name: �G
9. Address:
10. Phone: �5� f? Q� �CCo�9 _ fj 11. Fax:
_ C5-3-0,)
12. Contractor's Number. 3a 3 a.2 S 13. Certificate of Insurance: Yes No
14. Contractor's Signature:
15. Authorized Agent:
TYPE OF WORK TO BE DONE
16. Please Check Curb: ❑ Gutter: ❑ Sidewalk: ❑
17. Driveway (ListC 18. Other.
PERMIT GRANTED
In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions
written below, permission is hereby ranted. -1 1
19. Conditions L eav �'v G,� ?acc
��XTJcthS 1-0r/ 1Gi r� 1 ci lLa K of C,,
V
Underground Service Alert U.SA must be notified two working days pdor to any excavation. 800-227-2600
20. d All work shall conform;to accompanying: Detail ❑ Plans ❑ Special ConditionsA
21. Date Issued: 0� 22 Expiration Date: J G 23. Surety Yes3K
No �
Mike Cru,
r�tp, Director of Public Works By:
"Note: If permits are faxed to any number besides (530)538-4356, they cars be ddi'ayed up to one week.
Page 1 of 2
General Conditions — See Page 2
GENERAL CONDITIONS
1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the
doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any
provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time.
This permit is to be on job at all times while the work is being done.
2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at
all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein,
shall leave the County Highway in a thoroughly neat, dean, and usable condition.
3. 'The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any part of the County Highway
and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of
the responsibility of such encroachment by the County Department of Public Works.
4. It is further agreed by the Permittee that whenever construction,reconstruction, or maintenance work upon the highway may require the installation
provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee.
5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way.
6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting
therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general
public without special permission, in writing, from the Board of Supervisors.
7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise
out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim
of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of
them harmless for such claim.
8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shag not be left open farther than 300
feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special
Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of
way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfiring and/or paving.
a. The relative compaction from the bottom of excavation to a plane five feet (5) below finish surface grades shall be no less than ninety percent (90%)
as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division
of Highways, or other approved test method.
b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent
(95%) as determined by the above testing method. Permittee shall bear all costs and responsibildy for compaction tests.
C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8' lifts, and be compacted to a relative
conmpactiam of not less than 95%.
Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a
relative compaction of not less than 90%.
Any pavement cutting shall be scored, or saw cut before trenching.
Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts.
All installations, parallel with roadway, shall be placed as dose to the right -0f -way One as possible.
No portion of the badkfir(s) shall be compacted by pondug or jetting.
Ar pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or
other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at
other ground(s) occupied by materials and/or equipment, shall be restored immediately upon backfiring or the
excavation to the original grades and cross sections, and to a condition as goos as, or better than, existed prior to
the construction.
All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction
operations, shall be replaced within ONE WEEK following the badddfing of excavation, weather permitting, with
cornpacted layers of surfacing materials at least as thick as the existing, and no less than two inches (21 of asphalt
concrete over eight inches (81 of aggregate base, according to current California State Specifications. .
9. Whenever necessary to secure permission from abutting property owners, such authority must be seared by the Permittee prior to starting work
10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shag cause
to be placed, erected, and maintained all warning signals, rights. barricades, signs, and other devices or measures essential to safeguard travel by the general public
-over_and at the site of work authorized herein.,
11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shag notify contractor as to the special
conditions and requirements contained herein.
, ,i.+^ .ceS,�.. ,, ;'ta.�v',,,. mil ..a. ..r i. J: •t"„w..•AM ..- rr'°'n^'v.:h r .v i..r^✓H..Y,.�,. .. .-� .. � .
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
�. (One form per Building)
School DistrictBuilding Department No.
. 4 V. -I , —9 g,L/-)q
A.P. Number __�C�.µ Jurisdiction: City County
Property Owner
Property Location/Address
Subdivision
Lot No.
...................................................................................................................
Residential Development E ; Sq. Footage t 3
No of wing Mobile Home Addition/ •Supplemental to (Group R)
Units Installation Conversion Permit #
'(No foundation inspection;:
................................................................1:
Commercial/Industrial
New Addition
ouoomg uepanment Kepresentanve
clans reviewed by school District Personnel
Sq. Footage
Date
(Including Exterior f.
Roofed Areas.)
/// v/
District Identification No.
E&-eA r , A'— School District certifies that r
(Applicant)
(.Street Address)'
(City) . .
has complied with the requirements of Resolution No.
representing >/ 1p % square feet.
School District Representative
Paid by Check # Remarks:
(Phone Number)
(Zip Code)
DI -D,�L by payment of $
AB 2926 $
FULL MITIGATION $
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this projects being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm
PERMIT NO.: 105-02
Lake Oroville Area Public Utility District
1960 Elgin Street
OROVILLE, CALIFORNIA 95966
533-2000
DISTRICT APPROVAL AND
VERIFICATION OF INSPECTION
BUILDING SEWERS
This verification form must be submitted to the Butte County Department of Public Works Building
Department prior to issuance of a building or occupancy permit, whichever is applicable.
Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification
form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County.
Date:
Applicant:
Applicant Address:
Applicant Phone No.:
Property Locations(s)
A. P. No.(s):
Fees due:
November 18, 2002
George Bruschi (Better Builders)
(5263 Royal Oaks Dr.)
(0h&4x6j1CACA9595966)
(589-257,1)
6114 Kanaka Ave, Oroville, CA 95966
KRE Unit 4B Lot 229 lob.
069-240-059
$thy551 LOffiPUD C® V'*Qh ..,.o $1,000 SC-(PR'ZFC
Total Due $2,551.00
Application for service approved:
PUBLIC
Inspection(s) made and successful test(s) observed:
Location:
By:
Lake Oroville Area Public Utility District release to close permit:
Date: By:
DISTRICT
Date:
:-A calitornio corporation - Alan G. Brown, RE. r 'BUTTE
(530) .534-1911 9 '(530) 533-6457 • FAX (530) 534=0908 :COUNTY
i 1 FEB 14 2003
2060 Park Avenue • P.O. Box' 1576-• Oroville, CA 95965 l -DEVELOPMENT
SERVICES
(BL. ..rNT • a ��..
'IOU] drive n�
RE: Better Builders Construction -Contractor
George•.Bruschi - Owner
6114 Kanaka Avenue
APN 069-240-059
Butte County; California .
Dear. Mr.. Vierra: --
Enclosed are Relative Density tests taken on engineered fill placed. on the above ,
referenced residential building pad.
Vegetation and organic..materials were removed from the pad area. Native ground was
then scarified and moisture conditioned::A toe,keywas excavated and the native ground
wasthen compacted. The native engineered fill. Was moisture conditioned and -placed in
lifts and compacted with a vibratory sheepfoot. case 602B compactor.
The fill operation was periodically observed and representative test results indicate the
fill has been compacted in -excess of 90% Relative Density. per ASTM 2922 nuclear
gauge method and was observed to'be structurally stable -and suitable,for a. single family
residence , slab7on-grade construction.
If you have any questions please call our office. °.
Very. truly -yours,
BIJA ENGINEERING
QgO�ESS '
. N®. 24578
Alan G. Brown P o "'
-- :Exp. 12-31-05 � � .
Principal Engine
d�
Enclosure C
F OF
Cc: Better Builders Cons >
Job #03-010
2060 Park Avenue
P.O. Box 1576
O.roville, CA 95965
(530)534-19:11
.(530) 533-6457
FAX (530).534-0908
CERiIFICATtOF
`\4%'�)TE OF 114f
0
i
A 1T
=
CONFORMANCE
/HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIFIES
that the products identified below and on attached sheets Nos. are marked
with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)
and were manufactured in conformance with applicable provisions of American National Standard
ANSI/AITC A190.1-1983, S$tfuc raI Glgd Laminated Timber, and that such manufacture has
been at our plant in wlss� , which plant has a quality control system
approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
and inspected periodically by such Bureau.
The manufacture of these members complies with the manufacturing and fabricating provisions of
Chapter 25 of the Uniform Building Code.
JOB NAME: Keller Lumber Sales for Stock
J08 LOCATION: Redding, CA
CUSTOMER'S ORDER NO
SIGNATURE
PO#16748
DATE 12-14-87 MFGR'S ORDER NO
24F -V4, WP Glue, Ind. Atw.. Load
3264-A
COMPANY American Laminators, Inc.
TITLE Quality Control ADDRESS rPOB 9, Swisshme, OR DATE
12-22-07
AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect
of productswhich comply with applicable provisions of said Standard, that the adequacy of the quality
control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of
the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC,
said company is capable of complying with applicable manufacturing and testing provisions of said
Standard in respect of products manufactured at said plant. Conformance with the Standard in respect
of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee
hereunder being that the said company is Qualified to produce a product meeting the said Standard
and that its plant is periodically inspected and verified by the AITC Inspection Bureau.
AITC FORM IBCA
AITC Certificate No. A
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
RECE'v E0
Q 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
WtEkft IN5ULAi ION CO., INC. INSULATION CERTIFICATE
4�At3AV-A d)R. OQDf11rLC
DESCRIPTION OF •
1. ROOF
Material Brand Name
Thickness ) Themr►al (ft Value)
2. CEILING
Batt or Blanket Type Fl mems Baths Brand Name Johns Manville
Thicimss (inches)—.i 3 Thermal Reaislw= (RValue) "Z�$
Loose Fill Type Fiberglass Brand Name Johns Manville
CaMMC r/s min. installed weiglrifft sq. • 6 15 ib. Minimum Thickness '5 .15 inches.
Manufakurer's InsWW weight per square toot to achieve TherrM Resistance (R Value) 'P�3$
3. EXTERIOR WALL
Material Fiberglass Batts
Thickness ('inches) 6-6
4. RAISED FLOOR
Mato" Rhein" setts
Thickness (inches)__�
S. SLAB FLOOR / PERIMETE
• Material
. Thit�kness
Perimeter nsulation Depth (i
S. FOUNDATION WALL
Material
Thickness (inches
DECLARATION
Brand Name Jahns Mandle
Themnal Resistance (R -Value) i219
Brand Name Johns Manvifte
Thermal Resistance (R Value)
Brand Name
The Lance (RVakre)
Brand Name
Thermal nce (R Value)
2992L=), o»Hftfth�O%Ecfoom� 24.Part %In ood ance
of
C.L#499150--�-� g• 1g.�3 LOERKE INSULATION CO., INC.
iii's3�rrs Dade, Ge =Sub -m. r
ams
+.. : � t" :
fte—mw– Signalum, Dift—
} COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA - (530) 538-7541
CORRECTION NOTICE
P,
R PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
'i
Date Inspector
REV 10 92
=,k
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
i
CORRECTION NOTICE
3p145c-3i5 t
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
�S�Tllr�a.JlL�!]S
6((I -r
.W.
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411. Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you -have any questions pertaining to this matter, or need additional explanation,
please con %erth is office immediately. Y
- 5 , '!�/ )
&5��rva Ss f> 4o.e 1e r',�i,� ,E�
�- COUNTY OF BUTTE 1
BUILDING: PIVISIOW.
DEPARTMENT OF DEVELOPMENT SERVICES?
411 Main Street • Chico, CA • (530) 891-2751_
7 County'Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
.,.,-A routine inspection indicates that the following violations of butte county Ordinances exist at the
above•address and should be corrected. Please notice this office when correction of work is
. completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
x
n
614 i✓1��� Q da I
y ter,/ • ,rl /V�r ✓] t+./li--Y1 i f / 1, G 1- ( ) C'
Mtv lu/biz
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751 .
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTIONNOTICE
J-'(5 Ck i 00
1151
OWNER PERMIT NO
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work Is
completed. Ityou have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
Date
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
h.
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
BBA ENGINEERING
p Callfomla.Corporotlon f. • j
C 4 C
t (530) 534-1911 • -(530) 533 6457 •'FAX -(530) 534=0908;
2060 Park Avenue • P,:� Boz=:1576,0 Or.oville CA' 95965
e
t. l
,MW ?
BBA EN
IN
p Alan G: Brown, P.E. 'BUTTE a
COUNTY
_ A California Corporation _
February 13, 2003 • . l �j FEB 1 41003
' J ` DEVELOPMENT
SERVICES
Mike Vierra' ,
BUTTE COUN T_Y BUILDING DEPARTMENT
7 County Center Drive . ' O' 0 '
Orovil.le, CA 95965 •
R
- RE: Better Builders Construction - Contractor _ • �� �� �" ,
George Bruschi -.Owner �g
6114 Kanaka Avenue ;
APN-069-240-059. „
= Butte. County; California.
_ _ Dear. Mr., Vierra:
• Enclosed are Relative Density tests takeri'on,engineered fill placed on the above
referenced residential`building pad.
Vegetation and organic, materials were removed from. the pad area: `Native ground was
then scarified and moisture conditioned: A toe key was excavated and the native ground
was then compacted. The native engineered fill was moisture conditioned and placed in ,
lifts and compacted with a vibratory sheepfoot case 602B compactor.
The fill operation was periodically observed and representative test results indicate the
fill has been compacted •in -excess of 90% Relative Density per ASTM 2922 nuclear
gauge method and was observed to be structurally stable and suitable for a single family
residence , slab -on -grade construction.. -
If you have any questions please call our ,office.-
Very-truly
fficeVery.truly yours,
BIJA,ENGINEERING QR01FESS
IO
Lu No. 24578 n+
Alan -G. -Brown, P ac Exp.'12-31.-05
Principal Enginee *�
Enclosure 9r: CIV11
n µ
F OF C A0�
Cc- Better Builders Construc i
Job #03-010
2060 Park Avenue
P.O. Box 1576 `
Oroville, CA 95965
(530)534-1911
(530)533-6457 '
FAX (530) •534-0908
. __.............. _... .._._.._...................... -...... -.......... ----.... _......................................................... _._......._......_.........................-_.---....._................._......._.__......._.........._.....--._._................._..._.._.........__.................?._.........._..__......_._..................__ _..
RELATIVE DENSITY TESTS
6114 Kanaka Avenue
APN 069-240-059
Butte County, California
Relative
Test Date Location Density %. Moisture
1
2-10-03
-4' NW Corner
94%
12.1
2
2-10-03
-4' SW Corner
91%
13.6
3
2-11-03
-2.5' NW Corner
94%
13.8
4
2-11-03
-2.5' West End
92%
15.9
5
2-11-03
-2.5' SW Corner
99%
12.5
6
2-11-03
-1' NW Corner
92%
14.3
7
2-11-03
-1' SW Corner
96%
12.5
8
2-11-03
SG NW Corner
99%
12.5
9
2-11-03
SG SW Corner
92%
14.3
10
2-11-03
SG SW Corner
96%
12.5
ASTM -1557
Maximum Dry Density 132.0 PCF
@ 12.8% moisture
BBA 03-010
Feb -11-03 02:38P John Stav-ar (530) 589-2942 P.O
LOT 229
_ UNIT 4 B
®tt��
.T BAC k . -.
OV
3
°
-�2•
--s00"
11 t \ ` 1
1 j
r 13
SCA,L 6' =20'
Nr
V
TrXT�
t2--7-''7 O 0.L)
i
k
Alan• P.E.
A California Corporation
February00
Mike Vierra
BUTTE. COUNTY BIJILDING DEPAR"1'MEN'r
7 County Center Drive
Oroville, CA 9596-5.
RE: Better Builders Construction - Contractor
George. Bruschi - Owner
6114 Kanaka Avenue
APN 069-240-059
Butte County, California
Dear Mr. Vierra:
Enclosed are Relative Density tests taken on engineered fill. placed on the above
referenced residential building pad.
Vegetation and organic. materials were removed from the pad area. Native ground was
then scarified and moisture conditioned. A toe key was excavated and the native ground
was then compacted. The native engineered fill.was moisture conditioned and. placed in
lifts and compactedwith a vibratory sheepfoot case 602B compactor.
The fill operation was periodically observed and representative`test results indicate the
fill has been compacted in excess of 90% Relative Density per ASTM 2922 nuclear
gauge method and was observed. to be structurally stable and suitable for a single family
residence , slab -on -grade construction.
If you have any questions please call our office.
Very truly yours,
BHA ENGINEERING
®V pFESSIO
Geo rge 4&
No. 24578 � Tn .
Alan G. Brown, P-�' _®� M
Principal Enginee �
Enclosure �.4�p
OF CA1-��®
Cc: Better Builders Construe i
Job #03-0.10
2060 Park Avenue
P.O. Box 1576
Oroville, CA 9.5965
(530) 534-1911
(530)533-6457
FAY (snn)..si,,d-nonR
RELATIVE DENSITY TESTS
6114 Kanaka Avenue
APN 069-240-059
Butte County, California
Relative
Test Date Location Density % Moisture
1
2-10-03
-4' NW Corner
94%
12.1
2
2-10-03
-4' SW Corner
91%
13.6
3
2-11=03
-2.5' NW Corner
94%
13.8
4
2-11-03
-2.5' West End
92%
15.9
5
2-11-03
-2.5' SW Corner
99%
12.5
6
2-11-03
-1' NW Corner
92%
14.3
7
2-11-03
-1' SW Corner
96%
12.5
8
2-11-03
SG NW Corner
99%
12.5
9
2-11-03
SG SW Corner
92%
14.3
10
2-11-03
SG SW Corner
96%
12.5
ASTM -1557
Maximum Dry Density 132.0 PCF
@ 12.8% moisture
BBA 03-010
Feb -11-03 02:38P John Starr (530) 589-2942 P_O
LOT 229
UNIT 4 B
w
42--7-1 O 0.M)
i
?- - BBA ENGINEERING
. . .
Tebruary 13,' rr
Mike Vierra
BUTTE COUNTY BUILDING DEPARTMENT
7 County Center Drive
Oroville, CA 95965
RE: Better Builders Construction - Contractor
George I3ruschi - Owner
6114 Kanaka Avenue
APN 069-240-059
Butte County, California
Dear Mr. Vierra: .
Enclosed are Relative Density tests taken on engineered fill. placed on the above .
referenced residential building pad.
Vegetation and organic materials were removed from the pad area. Native ground was
then scarified and moisture conditioned. A toe key was excavated and the native ground
was then compacted. The native engineered fill was moisture conditioned_ and placed in
Lifts and compacted with a .vibratory sheepfoot case 602B compactor.
The fill operation was periodically observed and representative test results indicate the
fill has been compacted in excess of 90% Relative Density per ASTM 2922 nuclear
gauge method and was observed.to be structurally stable and suitable for a single fan -lily
residence , slab -on -grade construction.
If you have any questions please call our office.
Very truly yours,
BIJA ENGINEERING
��pFESS/O�
George^�lR�.
No. 245713 � V
Alan G. Brown, P ,ccrr
_ 12-31_05
Principal inginee
Enclosure �A4-F OtYi1-
OF CALF S
Cc: Better Builders Construc r_
Job #03-010
2060 Park Avenue
P.O. Box 1576
Oroville. CA 95965
(530)534-1911
(530) 533-6457
FAX (.snn) 5'td-nOnR
RELATIVE DENSITY TESTS
6114 Kanaka Avenue
APN 069-240-059
Butte County, California
. Relative
Test Date Location Density % Moisture
1
2-10-03
-4' NW Corner'
94%
12.1
2
2-10=03
-4' SW Corner
91%
13.6
3
2-11-03
-2.5' NW Corner
94%
13.8
4
2-11-03
-2.5' West End
92%
15.9
5
2-11-03
-2.5' SW Corner
99%
12.5
6
2-11-03
-1' NW Corner
92%
14.3
7
2-11-03
-1' SW Corner
96%
12.5
8
2-11-03
SG NW Corner
99%
12.5
9
2-11-03
SG SW Corner
92%
14.3
10
2-11-03
SG SW Corner
96%
12.5
ASTM -1557
Maximum Dry Density 132.0 PCF
@ 12.8% moisture
BBA 03-010
Feb-11-03 02:38P John Starr (530) 589-2942 P.0
LOT 229.
UNIT 4B
15 .T 3A C. <.
rA
L
SCAL=• I = 20
A r� j
V
�"f' ► \\ 12 - `7 _ 7 i O 0.'0
�jr�ra -
PROJECT
OCESSING IZECU" '
APPLICANT:
OWNER:
PERMIT #:
A. P. #.
WORK DESCRIPTION:
DATE DESCRIPTION OF STEP
February 28, 2003
VerticalTechnology
Engineering
383 Rio Ludo Aye #2M, Gx4 CA, %9%
Ph (530) 8998716 F&NO) 899-1102
RE: Bruschi Residence, Kelly Ridge, Oroville, CA
To Whom it May Concern:
have reviewed the revised truss calculations by Longfellow Lumber Co. dated 2-20-
03 and have found that the trusses appear to be designed in accordance with the
general design concept of the structural documents as revised 2/03. The specific
design shall remain the responsibility of the engineer who has sealed the
calculations.
et
N0. C 60387 -�
EXP. 6/30/04 �
XAAA.
r h
VerticalTechnology
Engineering
383 Rio Undo Ave Suite 200, Chico, CA 95926
Ph. (530) 899-8716 Fax (530) 899-1102
Email MDHPE@cs.com
Structural Calculations
Client: Better Builders (John Starr)
Project: Bruschi Residence
Location: Kelly Ridge, Oroville, CA
�vrl 2/0
Attention: This engineer is not responsible for on site inspection to assure compliance with the
standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any
structural element or system not specifically noted in this set of specifications unless authorized in
writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted
construction practice, the latest edition of the Unform Building Code, and local building department
standards. , .
Beam Sizer Design Program
VerTech Engineering
Project: Bruschi Residence
Location: Patio Slider Header w/Truss Brg
Slope of roof
Dead Load
4 :12
Live Load
5.5 in
TULL Defl. Criteria (U)
Length of Beam
Width tributary to beam:
Unbraced Length
16 psf
CD
1.00 CF
CM
1.00 Cv
Ct
1.00 Cfu
Cf
1.00 Cr
CH
1.00 Cc
CL
1.00
Fbe=
41073
RB=
4.1
Total Uniform Load
A Req'd
Mmax
1.00
Vmax
65 in^3 I
EI Req'd
1.00
le=
Fb*=
Date: 2/28/2003
❑ Valley Beam
4 :12
Select Beam Width
5.5 in
16 psf
❑ RoundMember
16 psf
DF-L #1
-
❑✓ Horiz. Member
240 360
Fb'
1348 psi
9 ft
Fv'
85 psi
22 ft
2 ft
Height Required
10.4 in
1.00
A Req'd
57 in^2
1.00
S Req'd
65 in^3 I
1.00
I Req'd
148 in^4 PV
��
1.00
Controlling Design
Shear
1.00
4.1
1350
72�-
`a
7321 ft -Ib
3254 Ib
❑ Shear at d from face?
237 *10^6
#-in^2
PROJECT
ENGINEER AS
DESIGN OF Gnav %4
VERTECH ENGINEERING . PAGE
M o,
DATE
IS
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PFtOJECT Br v S cln VERTECH ENGINEERING PAGE
ENGINEER. Al DATE 2 O
DESIGN OF rev � Se U G � r Ctpr TrvS -S svppc < --S
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March 3, 2003
Better Builders
5263 Royal Oaks Dr.
Oroville, CA 95966
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 069-240-0529
Building Permit Number: 02-3151—Revision to Bruschi plans.
Thank you for submitting the revised plans for your building project. The plans have been
reviewed, and the plan examiner's comments are listed below. Please respond in writing to each
item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your
complete and clear response will expedite the re -check and approval of this project.
STRUCTURAL COMMENTS:
1. I assume from the calculations that a 6x12#1 header is required over the glass door at the
great room.
2. The C3 trusses are three-point bearing and require a foundation under them at the center
bearing location.
3. Truss C5 is a three-point bearing truss. Truss A2 has reactions of 1007 pounds on each end.
I don't believe that 48 inch footings are not required.
4. Truss B2 has reactions of 1692 on each end. I don't believe they need 24 inch square
footings.
If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m., Monday through Friday.
Philo Hunt
Plan Check Engineer
1 of 1
RESPONSE TO PLAN CHECK
P[Q ect: Bruschi Residence
APN. 069-240-0529
Permit #: 02 -3151 -Revision to Bruschi Plans
Structural Comments:
1) Yes, a 6X12 DF#1 header is required at over the glass door at the great
room.
2) By others
3) Footings OK as designed
4) Footings OK as designed
2d Wd0T:60 2002 90 -aeW 20TT 668 02S : 'ON XUj ONI2188NION8 H33183n : WONJ
e I
TABLE OF CONTENTS TOC
Project Title........... GEORGE BRUSCHI Date..12/19/02 20:40:00
Project Address........ LOT 229 KANAKAAVE. *******-------------
OROVILLE; - CA. 95966 *v6.01* OA- �/67
Documentation Author... Barry Rubanoff ******* Bu} ing Ar��t
Barry Rubanoff
P.O. Box 1123 Plan Check / D to
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone........... 11 ---------- - ----------
Compliance Method....... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. >
MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -TOC
I User#-MP2246 User -Barry Rubanoff Run-BRUSCHI
-------------------------------------------------------------------------------
TABLE OF CONTENTS
-----------------
Report
Page
FORM CF-iR................ 1
FORM MF -1R ................ 5
t
FORM C -2R ................. 8
HVAC SIZING ............... 12
W
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Project Title.......... GEORGE BRUSCHI Date 12/19/02 20:40:00
Project Address........ LOT 229 KANAKA AVE. ******* ---------------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI
-
------------------------------------------------------------------------------
GENERAL INFORMATION
-------------------
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Stories..........
Floor Construction Type....
Glazing Percentage.........
Average Glazing U -factor...
Average Glazing SHGC.......
Average Ceiling Height.....
1701 sf
Single Family Detached
New
Front Facing 287 deg (W)
1
1
Raised Floor
14.8 * of floor area
0.35 Btu/hr-sf-F
0.33
8.2 ft
BUILDING SHELL INSULATION
Component
Frame Cavity Sheathing
Total
Assembly
Type
------------
Type
R -value
R -value
R -value
U -factor Location/Comments
Wall
-------
Wood
--------
R-0
-----=--
R-0
-------
R-0
------- ------------------------
0.039
Roof
Wood
R-19
R-19
R-38
0.025 Attic
Floor
Wood
R-19
R-0
R-19
0.039
Door
n/a
R-0
R-n/a '
R-0
0.330 ENTRY DOOR, TO GARAGE
FENESTRATION
------------
Over-
Area
U-
Exterior
hang/
Orientation
(sf)
Factor SHGC
Shading
Fins
Location/Comments
--------------.--
Wind Front
(W)
------------
25.0
0.350
------
0.320
--------
Standard
-----
Yes
--------------------------
Vinyl/Slider/LOWE/GAS/SC=O
Wind Front
(W)
10.5
0.350
0.320
Standard
Yes
Vinyl/Slider/LOWS/GAS/SC=O
Wind Front
(W)
6.7
0.330
0.350
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Wind Left
(N)
15.0
0.350
0.320
Standard
Alone
Vinyl/Slider/LOWE/GAS/SC=O
Wind Left .(N)
4.0
0.350
0.320
Standard
None
Vinyl/Slider/LOWE/GAS/SC=O
Wind Left
(N)
20.0
0.350
0.320
Standard
None
Vinyl/Slider/LOWE/GAS/SC=O
Wind Left
(N)
16.0
0.330
0.350
Standard
Yes
Vinyl/Fixed/LOWE/SC=0.88
Wind Back
(E)
8.0
0.350
0.320
Standard'None
Vinyl/Slider/LOWE/GAS/SC=O
Wind Back
(E)
8.0
0.350
0.320
Standard
None
Vinyl/Slider/LOWS/GAS/SC=O
Wind"Back
(E)
8.0
0.350
0.320
Standard
None
Vinyl/Slider/LOWE/GAS/SC=O
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
----------------------------------
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -FORM CF -1R
I User#-MP2246 User -Barry Rubanoff Run-BRUSCHI I
-------------------------------------------------------------------------------
Equipment
Type
------------
HPPackage
HPPackage
Tank Type-
------------
Storage
FENESTRATION
------------
Over-
U- Exterior hang/
Factor SHGC Shading Fins
------ -------------- -----
0.350 0.320 Standard Yes
0.350 0.320 Standard Yes
0.330 0.350 Standard None
HVAC SYSTEMS
Location/Comments
--------------------------
Vinyl/Slider/LOWE/GAS/SC.=
Vinyl/Slider/LOWE/GAS/SC.=
Vinyl/Fixed/LOWE/SC=0.88
Refrigerant Tested ACOA
Minimum Charge and Duct Duct Duct Manual
Efficiency Airflow Location R -value Leakage D
-
8.60 HSPF n/a Crawlspace R-4.2 No No
9.70 SEER No Crawlspace R-4.2 No No
WATER HEATING SYSTEMS
---------------------
Number
in
Heater Type Distribution Type System
Electric Standard 1
Thermostat
Type
Setback
Setback
Tank
Area
Orientation
----------------
(sf)
Door Back (E)
-----
60.0
Door Right (S)
40.0
Wind Right (S)
30.0
Equipment
Type
------------
HPPackage
HPPackage
Tank Type-
------------
Storage
FENESTRATION
------------
Over-
U- Exterior hang/
Factor SHGC Shading Fins
------ -------------- -----
0.350 0.320 Standard Yes
0.350 0.320 Standard Yes
0.330 0.350 Standard None
HVAC SYSTEMS
Location/Comments
--------------------------
Vinyl/Slider/LOWE/GAS/SC.=
Vinyl/Slider/LOWE/GAS/SC.=
Vinyl/Fixed/LOWE/SC=0.88
Refrigerant Tested ACOA
Minimum Charge and Duct Duct Duct Manual
Efficiency Airflow Location R -value Leakage D
-
8.60 HSPF n/a Crawlspace R-4.2 No No
9.70 SEER No Crawlspace R-4.2 No No
WATER HEATING SYSTEMS
---------------------
Number
in
Heater Type Distribution Type System
Electric Standard 1
Thermostat
Type
Setback
Setback
Tank
External
Energy Size
Insulation
Factor (gal)
R -value
0.88 50
R- n/aa
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Duct Location.
This building incorporates Ducts in a Crawlspace or Basement Location.
All supply registers must be within 2 ft of floor.
This building incorporates non-standard Water Heating System
HERS REQUIRED VERIFICATION
*** Items in this section require field testing and/or ***
*** verification by a certified home energy rater under ***
*** the supervision of a CEC-approved HERS provider using ***
*** CEC approved testing and/or verification methods.and ***
*** must be reported on the CF -6R installation certificate. ***
This building incorporates non-standard Duct Location.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -FORM CF -1R
I' User#-MP2246 User-Barry'Rubanoff Run-BRUSCHI I
----------------------------------------------------------------------------=--
HERS REQUIRED VERIFICATION
--------------------------
This building incorporates Ducts in a Crawlspace or Basement Location. The
local enforcement agency may waive HERS verification for these locations.
REMARKS
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
MICROPAS6 v6.01 File-BRUSCHI Wth.-CTZ11S92 Program -FORM CF -1R
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI I
--------------.-----------------------------------------------------------------
COMPLIANCE STATEMENT
--------------------
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
implement them. This certificate has been signed by the individual with
overall design responsibility. When this certificate of compliance is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section.
DESIGNER or OWNER
Name.... JOHN STARR Name....
Company. BETTER BUILDERS CONST. Company.
Address. iKw all A Address.
Phone... 1-530-589-2574
License. 32 -2.2
aS .
Signed.. \,L \
(date)
ENFORCEMENT AGENCY
Name....
Title...
Agency:.
Phone...
Signed..
(date)
Phone...
DOCUMENTATION AUTHOR
Barry Rubanoff
Barry Rubanoff
P.O. Box 1123
Berry Creek, CA 95916
530-589-4102
Signed.. 61
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R
- - --- --------------------
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
Project Address........ LOT 229 KANAKA AVE. *******---------------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff *******
Barry Rubanoff
P.O. Box 1123
Berry Creek, CA 95916
530-589-4102
Building Permit #
Plan Check / Date
Field Check/ Date
Climate Zone........... il---------------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -FORM MF -1R
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI
-------------------------------------------------------------------------------
Note: Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed
on the Certificate of Compliance. When this checklist is incorporated into the
permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether
they are shown elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
--------------------------
Design- Enforce-
er ment
*150(a): Minimum R-19 ceiling insulation.
150(b): Loose fill insulation manufacturer's labeled R -Value.
*150(c): Minimum R-13 wall insulation in wood framed walls or
equivalent U -factor in metal frame walls (does not apply
to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors.
150(1): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
perm/inch.
118: Insulation specified or installed meets insulation quality
standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiltration/
Exfiltration Controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have
label with certified U -factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
150(8): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets Commission quality standards.
150(e): Installation of Fireplaces, Decorative Gas Appliances
and Gas Logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R
Project Title.......... GEORGE BRUSCHI Date 12/19/02 20:40:00
I MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -FORM MF -1R
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI I
-------------------------------------------------------------------------------
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
Design- Enforce-
er ment
110-113: HVAC equipment, water heaters, showerheads and
faucets certified by the Commission. `
150(h): Heating and/or cooling loads calculated in accordance
with ASHRAE, SMACNA or ACCA.
150(i): Setback thermostat on all applicable heating and/or
cooling systems.
150(j): Pipe and Tank insulation
1. Storage gas water heaters rated with an Energy Factor
less than 0.58 must be externally wrapped with insulation
having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. Back-up tanks for solar system, unfired storage tanks, or
other indirect hot water tanks have R-12 external
insulation or R-16 combined internal/external insulation.
.4. All buried or exposed piping insulated in recirculating
sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect
hot water tank.
*150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and in-
sulated, to meet the requirements of the 1998 CMC sectons
601, 603, and 604, and standard 6-3; ducts insulated to a
minimum installed level of R-4.2 or enclosed entirely
in conditioned space. Openings shall be sealed
with mastic, tape, aerosol sealant, or other duct -closure
system that meets the applicable requirements of UL181,
UL181A, or UL181B. If mastic or tape is used to seal openings
greater than 1/4 inch, the combination of mastic and either mesh
or tape shall be used. Building cavities shall not be used for
conveying conditioned air. Joints and seams of duct systems and
their components shall not be sealed with cloth back rubber
addhesive duct tapes unless such tape is used in combination with
mastic and drawbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have
either automatic or readily accessible, manually
operated dampers.
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 70 thermal efficiency,.on-off
switch, weatherproof operating instructions, no electric
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R
---------------------------------------
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
MICROPAS6 v6.01 File-BRUSCHI. Wth-CTZ11S92 Program -FORM MF -1R
I User#-MP2246 User -Barry Rubanoff Run-BRUSCHI I
-------------------------------------------------------------------------------
resistance heating and no pilot light.
2. System is installed with:
a. At least 36 inches of pipe between filter and heater
for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnaces, pool heaters, spa heaters or
household cooking appliances have no continuously burning
pilot light (Exception: Non -electrical cooking appliances
with pilot < 150 Btu/hr).
LIGHTING MEASURES
-----------------
150(k)1: Luminaires for general lighting in kitchens shall
have lamps with an efficacy of 40 lumens/watt or greater
for general lighting in kitchens. This general lighting
shall be controlled by a switch on a readily accessible
lighting control panel at an entrance to the kitchen.
150(k)2: Rooms with a shower or bathtub must have either at
least one luminaire with lamps with an efficacy of 40
lumens/watt or greater switched at the entrance to the
room or one of the alternatives to this requirement
.allowed in Sec. 150(k)2.; and recessed ceiling fixtures
are IC (insulation cover) approved.
Design- Enforce-
er ment
*59
COMPUTER METHOD SUMMARY Page 8 C -2R
----------------------------------------
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
Project Address........ LOT 229 KANAKA AVE. ******* ---------------------
OROVILLE,.CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan Check / Date
Berry Creek, CA 95916
530-589-4102 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS6 v6.01'for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI
---------------------- .---------------------------------------------------------
MICROPAS6 ENERGY USE SUMMARY
= Energy Use
Standard
Proposed
Compliance =
_ (kBtu/sf-yr)
Design
Design
Margin =
= Space Heating ..........
16.96
10.78
6.18 =
= Space Cooling......._..
13.95
8.82
5.13 =
= Water Heating...........
_
14.47
25.36
-10.89 =
= Total
--------
45.38
--------
44.96
-------- -
0.42 =
_ ***-Building complies
with Computer
Performance
GENERAL INFORMATION
-------------------
Conditioned Floor Area..... 1701 sf
Building Type...... ...... Single Family Detached
Construction Type ......... New ,
Building Front Orientation. Front -Facing 287 -deg (W)
Number of Dwelling Units... 1
Number of Building Stories. 1
Weather Data Type........... ReducedYear
Floor Construction Type._.
Number of Building Zones...
Conditioned Volume.........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -factor...
Average Glazing SHGC.......
Average Ceiling Height.....
Raised
1
13899°
0 sf
Floor
cf
14 8 °s of floor area
0.35 Btu/hr-sf-F
0.33
8.2 ft
COMPUTER METHOD SUMMARY Page 9 C -2R
---------------------------------
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
I MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -FORM C -2R
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI
-------------------------------------------------------------------------------
BUILDING ZONE INFORMATION
Floor # of Vent Vent Air
Area Volume Dwell Cond- Thermostat Height Area. Leakage
Zone Type (sf) (cf) Units itioned . Type (ft) (sf) Credit
-------------- ------------ ----------------------- ----- -------- ---------
HOUSE
Residence 1701 13899 . 1.00 Yes Setback 2.0 Standard No
OPAQUE SURFACES
---------------
Area U- Insul Act Solar Form 3 Location/
Surface (sf) factor R-val Azm Tilt Gains Reference Comments
-------------- ------ ----- --------- ---- ----------------- ----------------
HOUSE
1 Wall 170 0.039 0 287 90 Yes W.24.2X6.16
2 Wall 150 0.039 0 287 90 No W.24.2X6.16
3 Wall 273 0.039 0 17 90 Yes W.24.2X6.16
4 Wall 73 0.039 0 17 90 No W.24.2X6.16
5 Wall 316 0.039 0 107 90 Yes W.24.2X6.16
6 Wall 331 0.039 0 197 90 Yes W.24.2X6.16
7 Roof 1287 0.025 38 n/a 0 Yes R.38.2X6.24 Attic
8 Roof 414 0.025 38 287 12 Yes R.38.2X6:24 Attic
9 Floor 1701 0.039 19 n/a 0 No FC.19.38X124
10 Door 20 0.330 0 287 90 Yes None ENTRY DOOR
11 Door 18 0.330 0 287 90 No None TO GARAGE
FENESTRATION SURFACES
------7--------------
Exterior
Area U- Act Shade
Orientation (sf) factor SHGC Azm Tilt Type Location/Comments
------------------ ----- ----- ----- --- ------------ -----------------------
HOUSE
1 Wind Front (W) 25.0 0.350 0.320 287 90 Standard Vinyl/Slider/LOWS/GAS/SC
2 Wind Front (W) 10.5 0.350 0.320 287 90 Standard Vinyl/Slider/LOWE/GAS/SC
3 Wind Front (W) 6.7 0.330 0.350 287 90 Standard Vinyl/Fixed/LOWE/SC=0.88
4 Wind Left (N) 15.0 0.350 0.320 17 90 Standard Vinyl/Slider/LOWE/GAS/SC
5 Wind Left (N) 4.0 0.350 0.320 17 90 Standard Vinyl/Slider/LOWS/GAS/SC
6 Wind Left (N) 20.0 0.350 0.320 17 90 Standard Vinyl/Slider/LOWE/GAS/SC
7 Wind Left (N) 16.0 0.330 0.350 17 90 Standard Vinyl/Fixed/LOWE/SC=0.88
8 Wind Back (E) 8.0 0.350 0.320 107 90 Standard Vinyl/Slider/LOWE/GAS/SC
9 Wind Back (E) 8.0 0.350 0.320 107 90 Standard Vinyl/Slider/LOWE/GAS/SC
10 Wind Back (E) 8.0 0.350 0.320 107 90 Standard Vinyl/Slider/LOWE/GAS/SC
it Door Back (E) 60.0 0.350 0.320 1.07 90 Standard Vinyl/Slider/LOWE/GAS/SC
12 Door Right (S) 40.0 0.350 0.320 197 90 Standard Vinyl/Slider/LOWE/GAS/SC
13 Wind Right (S) 30.0 0.330 0.350 197 90 Standard Vinyl/Fixed/LOWS/SC=0.88
COMPUTER METHOD SUMMARY Page 10 C -2R
- -----------------------------------
Project Title.......... GEORGE BRUSCHI Date..12/].9/02 20:40:00
----------------------------------- - -------------------------------
I MICROPAS6 v6..01 File-BRUSCHI Wth-CTZ11S92 Program -FORM C -2R I
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI
-------------------------------------------------------------------------------
OVERHANGS AND SIDE FINS
---Window-- ------Overhang----- ---Left Fin--- ---Right Fin--
HVAC SYSTEMS
Refrigerant
Area.Left
Tested
ACCA
System
Minimum Charge and Duct
Rght
Duct
Manual
Duct
Type
-------------
Efficiency Airflow Location
R -value
Surface
-----------
(sf)
-----
dth
-----
Hgth
Dpth
Hght
Ext
Ext
Ext
Dpth
Hght
Ext
Dpth
Hght
HOUSE
HPPackage
9.70 SEER No Crawlspace
---=-
----
----
----
----
----
----
----
----
----
----
1
Window
25.0
5.0
5.0
6.0
0.41
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2
Window
10.5
3.0
3.5
2.0
0.41
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
3
Window
6.7
1.0
6.67
9.0
0.41
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
7
Window
16.0
4.0
4.0
2.0
0.41
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
11
Door
60.0
9.0
6.67
16.0
0.41
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
12
Door
40.0
6.0
6.67.
22.0
0.41
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
HVAC SYSTEMS
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- ------ -------- ------ ----------
1 Storage Electric Standard 1 0.88 50 R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Duct Location. I
This building incorporates Ducts in a Crawlspace or Basement Location.
All supply registers must be within 2 ft of floor.
This building incorporates non-standard Water Heating System
Refrigerant
Tested
ACCA
System
Minimum Charge and Duct
Duct
Duct
Manual
Duct
Type
-------------
Efficiency Airflow Location
R -value
Leakage
D
Eff
HOUSE
------------ --------------------
-------
---------
--------
----
HPPackage
8.60 HSPF .-n/a Crawlspace
R-4.2-
No
No
0.771
HPPackage
9.70 SEER No Crawlspace
R-4.2
No
No
0.674
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- ------ -------- ------ ----------
1 Storage Electric Standard 1 0.88 50 R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Duct Location. I
This building incorporates Ducts in a Crawlspace or Basement Location.
All supply registers must be within 2 ft of floor.
This building incorporates non-standard Water Heating System
COMPUTER METHOD SUMMARY Page 11 C-2R
------------------------------------
Project Title........... GEORGE BRUSCHI Date..12/19/02 20:40:00
----------------
-------------------------------------------------------------------------------
MICR0PAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program-FORM C-2R
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI I
HERS REQUIRED VERIFICATION
--------------------------
*** Items'in this section require field testing and/or ***
*** verification by.-a certified home energy rater.under ***
*** the supervision of a 'CEC-approved HERS provider using **:*
*** CEC approved testing and/or verification methods.and ***
*** must be reported on the CF-6R installation certificate. ***
This building incorporates non -standard Duct Location..
This building-incorporates Ducts in a Crawlspace or Basement Location. The
local enforcement agency may waive HERS verification for these locations.
.REMARKS
HVAC SIZING Page 12 HVAC
----------------------
Project Title.......... GEORGE BRUSCHI Date..12/19/02 20:40:00
Project Address........ LOT 229 KANAKA AVE. ******* ---------------------
OROVILLE, CA. 95966 *v6.01*
Documentation Author... Barry Rubanoff ******* Building Permit #
Barry Rubanoff
P.O. Box 1123 Plan -Check / Date
Berry Creek, CA 95916
530-589-4.102 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File-BRUSCHI Wth-CTZ11S92 Program -HVAC SIZING
User#-MP2246 User -Barry Rubanoff Run-BRUSCHI
-
------------------------------------------------------------------------------
GENERAL INFORMATION
Floor Area ................. 1701 sf
Volume ..................... 13899 cf
Front Orientation.......... Front Facing 287 deg (W)
Sizing Location............ OROVILLE RS
Latitude ................... 39.5 degrees
Winter Outside Design...... 30 F
Winter Inside Design....... 70 F
Summer Outside Design...... 104 F
Summer Inside Design....... 78 F
Summer Range ............... 37 F
Interior Shading Used....... Yes
Exterior Shading Used...... No
Overhang Shading Used...... Yes
Latent Load Fraction....... 0.20
HEATING AND COOLING LOAD SUMMARY
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outside- air, outdoor design temperatures, coil sizing,
availability of equipment, oversizing safety margin, etc., must also be
considered. It is the HVAC designers responsibility to consider all
factors when selecting the HVAC equipment.
Heating
Cooling
Description
---------------------------------
(Btuh)
(Btuh)
Opaque Conduction and Solar...:..
-----------
6909
-----------
3380
Glazing Conduction ...............
3475
2259
Glazing Solar ....................
n/a
2299.
Infiltration .....................
7906
3246
Internal Gain ....................
n/a
2100
Ducts.......... *..................
1829
664
Sensible Load ...................
20118
13947,
Latent Load ......................
n/a
2789
Minimum Total Load
20118
16737
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outside- air, outdoor design temperatures, coil sizing,
availability of equipment, oversizing safety margin, etc., must also be
considered. It is the HVAC designers responsibility to consider all
factors when selecting the HVAC equipment.
XAAAAAA,.
rr
h
VerticalTechnology
Engineering
383 Rio Lindo Ave Suite 200, Chico, CA 95926
Ph. (530) 899-8716 Fax (530) 899-1102
Email MDHPE@cs.com
Structural Calculations
Client: Better Builders (John Starr)
Project: Bruschi Residence
Location: Kelly Ridge, Oroville, CA
,a
BUTTE COUNT
BUILDING DEPARTMENT
Attention: This engineer is not responsible for on site inspection to assure compliance with the
standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any
structural element or system not specifically noted in this set of specifications unless authorized in
writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted
construction practice, the latest edition of the Unform Building Code, and local building department
standards.
,ar... ;::r,;::<;;�. ... ...... ....... � ... .... .... ...%� v�.�-�.�NG �t ✓fes' hY
Z
VERTECH ENGINEERING PROJECT:
10/28/02
STRUCTURAL NOTES
1. GENERAL
A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES.
B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS
ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS
WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO
RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY
NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE
FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES
SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC.
D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE
CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT
ARE SHOWN ON THE DESIGN DOCUMENTS.
E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY
DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH
CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER.
F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE
RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
2. SITE WORK / FOUNDATIONS
A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A.
B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT
MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY
OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE
CONSTRUCTION OF THE FOUNDATIONS.
D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE
BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER
LOCAL REQUIREMENTS)
E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL.
F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM
OF 10 FEET HORIZONTAL.
G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
USE 4' DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO
DAYLIGHT.
I) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE
FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE
FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC.
4. CONCRETE / REINFORCING
A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE it OR TYPE 111 LOW ALKALI.
D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI
REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO
ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY
WEIGHT.
E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST
EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19.
F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A
SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4' THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY
ABOVE MID -DEPTH OF SLAB OVER 2' SAND, OVER MOISTURE BARIER, OVER 4" AGGREGATE BASE. USE 3 -1/2 -
SLAB WITH #3 AT 15' E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF.SLAB WITH SAME
SUB -SLAB BUILDUP AT ALL OTHER AREAS.
G) SAW -CUT TOP %* OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0' WHERE SLAB IS
REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0' WHERE SLAB IS UN -REINFORCED.
I) REINFORCEMENT COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"
CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 W
#6 BARS AND LARGER 2'
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %'
J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O.
K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT.
L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY
SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT.
3
VERTECH ENGINEERING PROJECT:
10/28/02
5. MASONRY
A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE
SINGLE OR DOUBLE OPEN END BOND BEAM UNITS.
B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3.
C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A
MINIMUM STRENGTH OF 2,000 PSI.
D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0",
E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL.
6. FRAMING/LUMBER
6-1 MATERIALS:
A.) SHEATHING:
1. ROOF SHEATHING: SEE PLANS
2. FLOOR SHEATHING: SEE PLANS
3. WALL SHEATHING: SEE PLANS
B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O.
GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER.
GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN
ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED
TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC
1704.6.2.
C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN.,
AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481
D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR
BOLTS AND 2" X 2' X 3/16' PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0"
MAXIMUM FROM EACH END OF EACH PIECE.
E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR
W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O.
1. STUDS SHALL BE STUD GRADE OR BETTER.
2. ALL POSTS SHALL BE DF -L #1 U.N.O.
3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O.
4. 2X JOISTS SHALL BE DF -L #2 U.N.O.
5. CONCEALED BEAMS SHALL BE DF -L #2
6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER)
F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF
FOUNDATION, NAILS SHALL BE GALVANIZED.
G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND
WITHOUT EXCESSIVE RUST.
H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED
FASTENERS
I.) MANUFACTURED' I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER
THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O.
USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE
RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS).
6-2 GENERAL FRAMING
A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1.
B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER
MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE
SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING
MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE
EFFECTS OF SHRINKAGE.
6-3 BEAM FRAMING
A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED
TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O.
B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST
SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED.
ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT
BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER,
STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC...
C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS
SPANNING GREATER THAN 10'-0"
VERTECH ENGINEERING PROJECT:
10/28/02
6-4 POSTS/TRIMMERS
A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT
FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS.
B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE
TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O.
6-5 WALL FRAMING
A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL
OCCUR AT THE CENTER LINE OF SUPPORTING STUD
TOP PLATE SPLICES OF STUD WALLS SHALL BE 48° LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE
U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O.
B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0°
C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-
BOLT 11 OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS
RECOMMENDATIONS AND CURRENT ICBO REPORT.
D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14' IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X
PLATES (AND SHIM AS REQUIRED).
E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED.
STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE.
F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME.
STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE.
6-6 CONNECTIONS
A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16° OVERSIZE.
B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE
BEARING AGAINST WOOD.
C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE
CLOSING IN OR AT COMPLETION OF JOB.
D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
7. DESIGN LOADS
A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, 111, AND IV U.N.O.
B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF
C) SEISMIC ZONE: 3
D) WIND SPEED: 75 MPH EXP B
s
PROJECT _9ruS VERTECH ENGINEERING PAGE
A
ENGINEER DATE O
DESIGN OF Gc nera I Loac4s
roo p l_
rtx�'r,c 2.S
e►y 2,s
►sc� 2.5
CDP
row- .......�_.L.. �. 20ps f
w.oa 1..1... DL _ ► 6
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P
21+4 - 5-rl) 15 s � l --� ► Ca 0.1501
P
i
t
t
PROJECT BV--" -1 < r 1 �
ENGINEER Al
DESIGN OF--a►p�
VERTECH ENGINEERING
Lin
PAG E
DATE
.4
1997 UBC Wind Loads
VerTech Engineering
(UBC CH16 DIV III)
Project: Bruschi Residence Date: 10/28/2002
Comments:
Wind Speed: 75 mph
Importance:
1
-16.7
Exposure: B
-11.7 11.7
-12.6 12.6
-13.5 13.5
0 One Stay or Partially Enclosed Multi-StoryStructure
-11.7
-12.6
-13.5
Primary Frame
Elevation
Elevation
Elevation
Method A
15
20
25
Windward Wall
7.2
7.8
8.3
Leeward Wall
-4.5
-4.8
-5.2
Roof
-14.5 11.6
-15.6 12.5
Roof Eaves, rakes or ridges without overhangs
Slope <2:12 -20.6
Leeward or Flat Roof
-10.8
-11.6
-12.5
Windward Roof
-27.1
>7:12 to 12:12
-14.3
Slope <2:12
-10.8
.-11.6
-12.5
2.12 to <9.12
-12.6 2.7
-13.6 2.9
-14.6 3.1
9:12 to 12:12
3.6
3.9
4.2
212:12
6.3
6.8
7.3
And Parallel to Ridge -10.8 -11.6 -12.5
meinoo is
On Vertical Projected Area
Structure <= 40' High 11.7 12.6 13.5
Structure >40' High 12.6 13.6 14.6
On Horizontal Projected Area -10.8 -11.6 -12.5
Wall Elements
All structures 10.8 11.6 12.5
Enclosed and Unenclosed Structures -10.8 -11.6 -12.5
raruaq tncioseo
-14.3
-15.5
-16.7
Parapet Walls
-11.7 11.7
-12.6 12.6
-13.5 13.5
Roof Elements
Enclosed and Unenclosed Structures
Slope <7:12
-11.7
-12.6
-13.5
7.12 to 12.12
-11.7 11.7
-12.6 12.6
-13.5 13.5
Partially Enclosed
Slope <2:12
-15.2
-16.5
-17.7
2:12 to 7:12
-14.3 7.2
-15.5 7.8
-16.7 8.3
27:12 to 12:12
-15.2 15.2
-16.5 16.5
-17.7 17.7
Elements and Components in areas of discontinuity
Wall Corners -13.5 10.8
-14.5 11.6
-15.6 12.5
Roof Eaves, rakes or ridges without overhangs
Slope <2:12 -20.6
-22.3
-24.0
2:12 to 7:12
-23.3
-25.2
-27.1
>7:12 to 12:12
-14.3
-15.5
-16.7.
Slope <2:12 at overhangs, canopies
-25.1
-27.1
-29.2
1997 UBC Static Seismic Forces
VerTech Engineering
Project: Bruschi Residence
Comments:
Date:
Units: Kips & Feet (UNO)
Zone = 3
STORY HT
12
0
Soil type =
Soil Profile Types
I = • 1
Importance Factor Table 16-K
R = 5.5
Overstrength and Ductility Factor Table 16-N or 16-P
Ca = 0.36.
Seismic Coefficient Table 16-Q
Cv = 0.54
Seismic Coefficient Table 16-R
hn = 12 HEIGHT TO ROOF)
Ct = 1 =.020 FOR ALL OTHERS w
TA = Ct(hnr
Max TB = 1.4 -TA
VEQ = (Cv-1-W)/(RM
Ft = 0.070T -V (If T<.7, Ft=0)
EQ:
CVURT = 0.7614 0.7611 WW;
VEQ = 53.6 54 V:
Ft = 0.00
LEVEL
ROOF
10th
STORY HT
12
0
HEIGHT
12
0
WEIGHT HT. X WT.
70.4 845
0 0
VEQ
11.5
0.0
12
12
MOT
138
138
Diaphragm
13
0
9th
0
0
0 0
0.0
12
138
0
8th
0
0
0 0
0.0
12
138
0
7th
0
0
1 0 0
0.0
12
138
0
6th
0
0
0 0
0.0
12
138
0
5th
0
0
0 0
0.0
12
138
0
4th
0
0
0 0
0.0
12
138
0
3rd
0
0
0 0
0.0
12
138
1 0
2nd
0
0
0 0
0.0
12
138
0
1st
0
0
0 0
0.0
12
138
0
PROJECT RrUsLh i
VERTECH ENGINEERING
ENGINEER AS
DESIGN OF La4cx o � Loc -8 btAc-e j c
PAG E
DATE
I
g
- c22.' 10
12,( s -p)
P
2-1-1216
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r
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3
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201 Co b
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I
PROJECT u 5 Ck .
ATVERTECH ENGINEERING
ENGINEER
DESIGN OF Lo 4cx-G 0 L Cc j�-
i
640
PAGE
DATE L
1A -(O 2 1 b
2c) 2 51 b
(o24 . -} 2
t
5-4- q 16
'20(0(01-6
2313 16
22.53 I b
�- -.
/o
PROJECT F)rU
AT VER�TECH ENGINEERING
A
ENGINEER S
DESIGN OF Lo4cx-ct I 5u w,►�v, � r
L
;nd o6)
► 2COCD
2-7-72
2520
157 S
201 Ca
2.C:)1 Co
1512
PAGE
DATE
segs v,n (c C.16 ) (o ,r -o I
. . .... .......
5 -
32 l �-
5
5 -71
S
Qcococo
s
2313
S
2253
S
� (Oq0
S
. . .... .......
Shear Wall Design
VerTech Engineering
Project: Bruschi Residence
Location:
Program
Date: 10/28/02
Units (UNO): lbs, in
Panel Thickness
3/8 IVI
3X Sill
3.17
3.73
'Panel Orientation
short Dtmenslon across studs
0.84
1.98
NG
1.52
Nail Type
8d
NG
0.99
NG
0.76
Anchor Bold Diam.
1/2 1,W
Stud Spacing
16
in o.c.
Spec Grav Of Framing
0.5
Panel Grade
C -D, C -C, UBC 21-2, UBC 23-3
Fnd Sill Plate Grade
AB in 2X Sill
620
AB in 3X Sill
730
Split Anchorage
Reduced
Index # Nail
Nail Length
Diam
Embed
Cd
NDSValus
Value
1 10d
3
0.148
1.50
0.84
118
100
2 12d
3.25
0.148
1.75
0.99
118
116
3 16d
3.5
0.162
2.00
1.00
141
141
4 20d
4
0.192
2.50
1.00
170
170
5 30d
4.5
0.207
3.00
1.00
186
186
6 1/4" Screw
0.25
2.00
1.00
220
220
7 3/8" Screw
0.375
3.00
1.00
400
400
8 A35
450
9 A34
365
Shear Wall Design
Edge Nail Alowable
SW Joint
Fastening
SW Joint Fastening
Load
Fastener
Cond A
Cond B
Fastener
Cond A
Cond B
6 260
2
7.1
0
8
20.8
0
4, Note 1 380
2
4.9
0
8
14.2
0
3, Note 1 490
2
3.8
0
8
11.0
0
2, Note 1 . 640
2
2.9
0
8
8.4
0
44, Note 1 760
4
3.6
Note 2
8
7.1
Note 2
33, Note 1 980
4
2.8
Note 2
9
4.5
Note 2
22, Note 1 1280
4
2.1
Note 2
9
3.4
Note 2
1. Use 3X framing at adjacent panel edges and stagger nailing
2. Condition B fastening is the same as for single sided shear wall with same edge nailing
AB Spacing (ft)
2X Sill
3X Sill
3.17
3.73
1.09
2.56
0.84
1.98
NG
1.52
NG
1.28
NG
0.99
NG
0.76
/2
VerTech Engineering
Project:
Engineer:
Design of : Shear Wnllc Frnminm
Page:
Date:
- --- - ---------
Panel Shear Walls
Resistive A35 Sill
Lateral Wall Attachment Attachment
Load Length Length Lenqth Load/ft Edge Nail
Wall lbs Uft,� / u M fltm in
A 1462 10 10 10 146 6"
B
3217
11
/ 11
11
292
4"
C
2925
12
12
12
244
6"
D
577
2.5
2.5
2.5
231
TI/
1
2066
11
11
11
188
6"
2
2313
9.2V
9.25
9.25
250
6"
3
2253
8
/ 8
8
282
4"
4
1690
15.5
15.5
15.5 '
109
6"
VerTech Engineering
Project:
Engineer:
Design of: Shear Walls Stability
Page:
Date:
Overturning
Overall ' Resistive Gravily OT OT Righting Net
Length Length Load Height Moment Moment M/D
Wall (ft) (ft) (Ih/ftl tf N /f+-Ik% /a 11611 ,1L-%
10-
1-0
1-75
10
14620
8750
W
675
a
aaa�m��
PROJECT LS &M
ENGINEER AT
DESIGN OF �r0►v i
VERTECH ENGINEERING
Ma
PAG E
DATE % O O
IS
PROJECT RY1.js 0
ENGINEER
DESIGN OF Glf-0Y kA
VERTECH ENGINEERING
Gins
PAGE
DATE 1
81 - �o ck Pcx c h Com,rc
VA
1--=2-CD' Tr; b = 10
llz�24-F'-- V4 C--1 L G
ll/
...........:... .
_ Goy 16-
1-7
6t-7 S: Po - 2-
1-72.- ``
Tv _ `a 1 rob
84 _ Camara , V4ccLJe r l- 2
.. .
PROJECT 12)Y- k. -A,
ENGINEER lb% -J -
DESIGN OF COV -0 1
Bs -
VERTECHENGINEERING
( bt. ,-, s )
PAG E
DATE
H--
s k4c-a.cVe x L =S
bo I %-:, C tx, + L, L-
14 A (.,o P5 col-)
-20 ps C L)
Co
C) 2 4 F— V9- G L 13
Beam Sizer Design Program
VerTech Engineering
Project: Bruschi Residence Date: 10/28/2002
Location: B1
Slope of roof
Dead Load
6 :12
Live Load
5.125 in
TULL Defl. Criteria (U)
Length of Beam
24F -V4 Glu -Lam
Width tributary to beam:
Unbraced Length
240 360
CD
1.25 CF
CM
1.00 CV
Ct
1.00 Cfu
Cf
1.00 Cr
CH
1.00 Cc
CL
1.00
Fbe=
37398 le=
RB=
4.6 Fb'=
Total Uniform Load
1.00
Mmax
579 in^4
Vmax
Controlling Design
EI Req'd
1.00
I
❑ Valley Beam
6 :12
Select Beam Width
5.125 in
psf sf
20 p
24F -V4 Glu -Lam
El Round Member
�✓ Hortz. Member
240 360
Fb'
2914 psi
20 ft
Fv'
238 psi
10 ft
2 ft
Height Required
112 in
1.00
'A Req'd
18 in^2
0.97
S Req'd
60 in"3
1.00
1 Req'd
579 in^4
1.00
Controlling Design
LL Deflection
1.00
4.1
3000
289 plf
14472 ft -Ib
2894 Ib
❑ Shear at d from face?
1080 •10"6 #-in^2
I
Beam Sizer Design Program
VerTech Engineering
Project: Bruschi Residence Date: 10/28%2002
Location: B2
Slope of roof
Dead Load
Live Load
TULL Defl. Criteria (Ln
Length of Beam
Width tributary to beam:
Unbraced Length
CD
1.25 CF
CM
1.00 Cv
Ct
1.00 Cfu
Cf
1.00 Cr
CH
1.00 Cc
CL
0.99
Fbe=
6674
RB=
10.2
Total Uniform Load
Mmax
Vmax
EI Req'd
6 :12
16 psf
20 psf
240 360
16 ft
2 f
1 f
1.00
1.00
1.00
1.15
1.00
❑ Valley Beam
Select Beam Width 1.5 in
DF -I. #2 Dimensional ❑ Round Member
❑ Horiz. Member
Fb' 1279 psi
Fv' 119 psi
Height Required
A Req'd
S Req'd
I Req'd
Controlling Design
le= 2.1
Fb'= 1294
76 plf
2425 ft -Ib
606 Ib ❑ Shear at d from face?
175 '10^6 #-in^2
9.6 in
8 in^2
23 in^3
109 in^4
Deflection
Beam Sizer Design Program
g
VerTech Engineering
Project: Bruschi Residence Date: 10/28/2002
Location: B3
❑ Valley Beam
Slope of roof
6 :12
Select Beam Width
5.5 in
Dead Load
16 psf
El Round Member
Live Load
20 psf
DF -L #1
❑ Member
TULL Defl. Criteria (U)
240 360
Fb
1
168 psi
Length of Beam
12.5 ft
FV
106
106 psi
Width tributary to beam:
18 ft
Unbraced Length
2 ft
Height Required
10.9 in
CD 1.25 CF
1.00
A Req'd60
in ^2
CM 1.00 Cv
1.00
S Req'd
95 in^3
Ct 1.00 Cfu
Cf
1.00
1 Req'd
468 in ^4
1.00 Cr
CH
1.00
Controlling Design
Shear
1.00 Cc
1.00
CL 1.00
Fbe= 39191 le=
4.1
RB= 4.2 Fb•=
1688
Total Uniform Load
682 plf
Mmax
13320 ft -Ib
Vmax
4262 Ib
❑ Shear at d from face?
EI Req'd
749 '10^6 #-In"2
Beam Sizer Design Program
VerTech Engineering
Project: Bruschi Residence Date: 10/28/2002
Location: B4
ZC
0
❑ Valley Beam
Slope of roof
6 :12
Select Beam Width
3.5 in
Dead Load
16 psf
El Round Member
Live Load
20 psf
PSL
-
❑ Horiz. Member
TULL Defl. Criteria (U)
240 360
Fb'
2702 psi
Length of Beam
16 ft
Fv'
290 psi
Width tributary to beam:
2 ft
Unbraced Length
16 ft
Height Required
6.7 in
CD 1.00 CF
1.00
A Req'd
3 in^2
CM 1.00 Cv
1.00
S Req'd
11 in^3
Ct 1.00 Cfu
1.00
1 Req'd
87 in^4
Cf 1.00 Cr
1.00
Controlling Design
Deflection
CH 1.00 Cc
1.00
CL 0.93
Fbe= 4541 le=
29.4
RB= 13.9 Fb'=
2900
Total Uniform Load
76 pif
Mmax
2425 ft -Ib
Vmax
606 Ib
❑ Shear at d from face?
EI Req'd
175 '10^6 #-in^2
0
Beam Design Program
VerTech Engineering
Project: Bruschl Residence Date: 10/28/02
Location: 85
XP
2.5 ft
Beam E
2250000 psi
P
311 inA4
Seg Loc Stp
1 ft
Wt
0.5 in
Deflection
47- Wu
11 1 -main Q Lcant
R1
R2
LMAIN 5 ft
❑
Apply Special Seismic Load Cases?
DL RLL
Wu (psf) 16 20
Wt (psf) 0 0
P (lb) 4590 4590
ALAa 2.5 ft
Section Loc
2.5 ft
Beam E
2250000 psi
Beam 1
311 inA4
Seg Loc Stp
1 ft
Size IT Step
0.5 in
Deflection
Live Load Total Load
Limit (U)
360 240
Unbr. Len
2 ft
Beam Width
5.125 in
Beam Height
9 in
24F -V4 Glu -Lam
v
CD
1.25
CM
1.00
Ct
1.00
CL
1.00
CF
1.00
Cv
1.00
Cfu
1.00
Ci
1.00
Cr
1.00
Cc
1.00
Cf
1.00
CH
1.00
LCANTILEVER
❑ Graph Values?
FLL SL
0 0
0 0
0 0
Oft
21 Beam Shear at d from face?
EQ WL Trib Width
0 0 17 ft
0 0 0 ft
0 0
Active Section Location
LL Defl (in) -0.04
Envelope
Max
Min
M (ft-lbf)
13388
5929
V (lbf)
4590
2066
Defl (in)
-0.03
-0.07
R1 (lbf)
6120
2678
R2 (Ibf)
6120
2678
Cant' Defl (in)
0.00
0.00
LL Defl (in) -0.04
Envelope
Notes:
None
Fb Fv 179 psi
Fv' 238 psi
LL Defl 0.03 in
Allowable 0.17 in
Max
Min
M (ft-lbf)
11016
0
V (lbf)
5508
-5508
Defl (in)
0.00
-0.07
LL Defl (in)
0.00
-0.03
Notes:
None
Fb Fv 179 psi
Fv' 238 psi
LL Defl 0.03 in
Allowable 0.17 in
1911 psi
Fb'
2992 psi
TL Defl
0.07 in
Allowable
0.25 in
Check Beam
Size Beam
'
`�
-3
PROJECT
VERTECH
ENGINEERING
PAGE
ENGINEER
DATE
DESIGN OF UrQvi
s
2
C2. - .
V93 =
42 2 16
0,
fix.
Coo Co 1�
t O
C161
2-0
.......... .._.............
:......: .................
Timber Column Design Values
Per NDS 3.7
VerTech Engineering
4X DF-L(N) #1
4X12
27567
33370
24361
Fc
E
d
KCE
c
14513
1000
1600000
3.5
0.3
0.8
8796
Stability Reduction
7585
Column Capacity
Obs)
le (ft)
Cp
Fc' (psi)
4X4
4X6
4X8
5
0.83
829
10156
15960
21763
6
0.73
733
8975
14104
19232
7
0.63
625
7656
12031
16406
8
0.52
523
6409
10072
13734
9
0.44
436
5347
8402
11458
10
0.37
366
4484
7047
9609
11
0.31
310
3794
5961
8129
12
0.26
265
3241
5092
6944
13
0.23
228
2795
4392
5988
14
0.20
199
2432
3821
5211
15
0.17
174
2133
3352
4571
16
0.15
154
1885
2963
4040
17
0.14
137
1678
2636
3595
18
0.12
123
1502
.2360
3218
19
0.11
110
1352
2125
2897
20
0.10
100
1223
1922
2622
21
0.09
91
1112
1748
2383
22
0.08
83
1015
1595
2175
23
0.08
76
930
1462
1993
24
0.07
70
856
1344
1833
25
0.06
64
789
1241
1692
26
0.06
60
731
1148
1566
27
0.06
55
678
1066
1453
28
0.05
52
631
992
1352
29
0.05
48
589
925
1262
30
0.04
45
551
865
1180
4X10
4X12
27567
33370
24361
29490
20781
25156
17396
21059
14513
17569
12171
14734
10297
12465
8796
10648
7585
9182
6600
7990
5790
7009
5117
6195
4553
5512
4077
4935
3670
4443
3321
4020
3018
3654
2755
3335
2525
3057
2322
2811
2143
2594
1983
2401
1841
2228
1713
2074
1598
1935
1494
1809
z�
2S
Timber Column Design Values
Per NDS 3.7
VerTech Engineering
6X6 DF-L(N) #1
Fc
E
d
KCE
c
1000
1600000
5.5
0.3
0.8
Stability Reduction
Column Capacity
Obs)
le (ft)
Cp
Fc' (psi)
6X6
6X8
6X10
6X12
5
0.94
943
28511
38879
49247
59614
6
0.91
912
27586
37618
47649
57681
7
0.87
872
26373
35963
45553
55143
8
0.82
821
24841
33874
42908
51941
9
0.76
761
23015
31384
39753
48122
10
0.69
694
20989
28621
36253
43886
11
0.63
625
18906
25781
32656
39531
12
0.56
559
16902
23048
29194
35340
13
0.50
498
15061
20538
26015
31492
14
0.44
444
13421
18302
23183
28063
15
0.40
396
11984
16342
20700
25057
16
0.35
355
10734
14637
18541
22444
17
0.32
319
9650
13159
16669
20178
18
0.29
288
8710
11877
15044
18212
19
0.26
261
7892
10762
13632
16502
20
0.24
237
7179
9789
12400
15010
21
0.22
217
6554
8937
11321
13704
22
0.20
199
6005
8188
10372
12555
23
0.18
182
5520
7527
9534
11541
24
0.17
168
5090
6940
8791
10642
25
0.16
156
4707
6418
8130
9842
26
0.14
144
4365
5952
7539
9127
27
0.13
134
4058
5534
7010
8486
28
0.13
125
3782
5158
6533
7909
29
0.12
117
3533
4818
6103
7388
30
0.11
109
3308
4511
5714
6917
2(,p
Project:
Engineer
asign of: Foundations
VerTech Engineering
Soil Bearing: 1000 psf
stem wall (Non -retaining): (fc'=2500 psi)
8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height.
Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O.
Masonry stem wall (Non -retaining):
8" solid grouted (fm =1500 psi) with #4 at 24" O.C. each way.
ntinuous footings: (fc' = 2500 psi)
Width
Thickness
Cap (plf)
Reinforcing
12
12
1000
(2) #4 cont.
15
12
1250
(2) #4 cont.
18
12
1500
(3) #4 cont.
24
12
2000
(3) #4 cont.
30
12
2500
(4) #4 cont.
Spread Footings:(fc'=2500
psi)
Rein_ forcino
Cap.
Connnector
Label
iz
kness
Ea Way
KIDS
Si son
F1
1'-0" Sq.
12
(1) #4
1
PB
F1.5
1'-6" Sq.
12
(2) #4
2.25
PB
F2
2'-0" Sq.
12
(2) #4
4
PB
F2.5
20-6" Sq.
12
(3) #4
6.25
PB
F3
3'-0" Sq.
12
(4) #4
9
CB
F3.5
3'-6" Sq.
12
(5) #4
12.25
CB
F4
4'-0" Sq.
12
(5) #4
16
CB
F4.5
4'-6" Sq.
12
(6) #4
20.25
CB
F5
5'-0" Sq.
12
(7) #4
25
CB
F5.5
5'-6" Sq.
12
(5) #5
30.25
CB
F6
6'-0" Sq.
18
(8) #5
36
CB
F6.5
6'-6" Sq.
18
(9) #5
42.25
CB
Page:
Date:
Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements.
VerTech Engineering
Project: Page:
Engineer: Date:
sign of: Roof Framing
Roof Loads
DL= 16 psf
LL= 20 psf
Roof plywood:
1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to
framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge
nail at gable end trusses, drag trusses, frieze blocking and all supported edges.
ITrusses:
Rafters:
Spacing = 24" o.c.
Loads:
T.C. Live Load = 20 psf
T.C. Dead Load = 8 psf
B.C. Dead Load = 8 Dsf
Total Load = 36 psf
Live Load = 20 psf
Dead Load = 16 psf
Total Load = 36 psf
Typical Headers (uno)
Use 4X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0".
Project:
Engineer:
W40
Design of: Floor Framin
Floor Loads
DL= 10 psf
LL= 40 psf
VerTech Engineering
Page:
Date:
Floor plywood:
3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to
framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge
nail at boundaries, drag members and at blocking over and under interior shear walls.
Floor Joists:
I Joists:
Use manufactured "I" joists (such as Truss Joists), and install per manufacturers
recommendations using U480 deflection criteria. Use manufactured rim board
such as TimberStand with all "I" joists. Use a double rim board at all locations
where ledgers are installed at the rim (such as deck ledgers).
Sawn Joists:
Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO.
SITE PLAN REVIEW APPLICATION
Date: W-12--012—
Permit
D—l2-02
Permit Number (if applicable) D 2- 3 / G7 1
AP# 069- 2y0- 05
APPLICANT INFORMATION Parcel Size:
Owners Name: 43e
Owners Address: C� .� 0 1-4 A) STA �Z
Telephone No.: 5 09—
Situs
9—Situs Address: bl % L% 9A A)A le_' A
Proposed Use:
Residential
® New Single Family Residential
❑ Single Family Addition
❑ Mobile Home
❑ Residential Accessory
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
❑ Multi -family
Non-residential
❑ New Commercial
❑ Commercial Addition
❑ New Industrial
❑ Industrial Addition
Other .
❑ Septic
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
❑ Single Family Remodel
❑ Commercial Remodel
❑ Industrial Remodel
❑ Well
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval
Site Plan Stamped Approved
By Date���--
Page 1 of 5
1
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
❑ Snow Load Area:
❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
IN SRA - (CDF to determine specific requirements)
❑ 100 -Year Flood Plain: (See attached)
• Flood Zone:
• Flood Panel No.: O 325 1✓ Index Date:
❑ Sacramento River Reclamation -District (Approval must be obtained from the California Reclamation Board)
❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
❑ Chapman/Mulberry (See attached standards and requirements)
❑ Cohasset Area (See attached standards and requirements)
❑ Grading Zone (See attached handout)
Use Requires:
❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit
❑ Minor Variance ❑ Variance
-----------------------------------------------------------------------------------------------------------------
❑ Detached Building Use Form ❑ Encroachment Permit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning: R T_ %
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
rj O ! L
Side
2�
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
:.
J
Applicable Development Fees:
Standard Fees Amount Formula
❑ Fire
❑ School*
❑ Parks/Recreation
❑ Roads
❑ Sheriff
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road
❑ Thermalito Impact
❑ Other
-----------------------------------------------------------------------------------------------------7-------------------
Subdivision Map Special Fees
❑
Water Tender
❑
Road Improvement
❑
North Oroville Area
❑
Other (per map)
* Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit.
Parcel Created By
❑. Deeds:
Date of Creation:
Deed of Reference:
Parcel Frontage on Publicly Maintained Road:
Complies with County Standards for Deed Creation:
Comments:
Legal Access Provided: ❑ No
Legal Access Required ❑ No
❑ No ❑ Yes, Road Name:_
❑ No ❑ Yes
❑ Yes
❑ Yes
❑ Parcel Deemed to be legal
❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment
❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
Page 3 of 5
Subdivision Map/Parcel Ma0LtL—/ eno& ; &_S -r 4:r CJ,8
Map Date of Recording:
)I -j e)-77
Lot: 2`Z�
❑ Use Permit/Minor Use Permit
Permit Number:
C•• �1
Date of Approval:
❑ Comply with the following Conditions of Approval:
❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
Page: 02-317-7
If
❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
❑ Provide an erosion control plan for building and land disturbance on slopes steeper than
30%. The Erosion Control Plan must be prepared by a registered civil engineer or other
qualified professional and be submitted to and approved by the Department of Public
Works.
❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing
on-site mature trees, located in any area proposed for buildings and vehicular access, and
provides for methods to protect the trees identified to be preserved, shall be provided to and
approved by the Planning Division prior to the issuance of building permits and/or prior to
grading or vegetation removal. The removal of mature trees shall be minimized, where
possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in
diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1
ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a
circular zone (minimum 40 -foot radius) ideritified by an orange fence during construction
activities. No vegetation removal, soil disturbance, or other development activities shall
occur within the fenced area.
❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development. Services, Building Division."
❑ Engineered foundations are required.
❑ Class A roofs are required.
Page 4 of 5
\,
C
❑■
0
l
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CAMy Documents\Building Permit Site Plan Reviewl.doc
Page 5 of 5
S
1�A-'D WHEN PECURDED MAIL TO:
j
BUTTE COUNTY BUILDING DIVIs1ON
7 COUNTY CENTER DRIVE
OROVILLE• CA 95%5
O S`
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying, pnming, and harvesting which occasionally. generate dust, smoke, noise, and odor. Butte*County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
Lot 229, as shown on that certain map entitled, ELLY RIDGE ESTATES,unit 4B, which map was filed in
the Office of the Recorder of the County of Butte, State of California, November 10, 1977 in Book 58;of
Maps, Pages 73, 74, 75, 76, 77.
This conveyance is made subject to all of covenants, restrictions, terms and provisions contained in that
certain amended Declaration of Restrictions (KELLY RIDGE ESTATES) filed' in the Office of the
Recorder of the County of Butte, State of California on.May 3, 1972 in Book 175 of Official Records, at
Page 65, and subject to all other easements, rights of way and restrictions of records.
Date_�22eQ�r iv/_ n 2 PROPERTY OWNERS:
State of California )
County of , -6"-r � � )
0 ❑ . `� , 2ifl�2 before me,
personally appeared Co;�,(J(L��jr- A.14 / personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that helshelthey executed the same in his/her/their authorized capacity(ies), and that by
his .bcr/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS mvlhand� and ofiO--Q
w seal_ /1 n Ct
Sianai
al: .�•. CYNTHIA A. COSTA
COMM. # 1279287
NOTARY PUBLIC -CALIFORNIA
r . COUNTY OF BUTTE W
Comm. Expires Oct. 30, 2004
4
2002.-00602
Y Recorded I
REC FEE
- _OfficialyyRecords, i
COPIES +� ".2.00.It
Count f.
CANDACE J. GRUBBS I
-
Recorder I
s"
ROSENARY.DICKSON
'Assistant I•Cheryl-
03c01PM 07 -Nov -2002 _ I
Page l..of.,
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
plowing, spraying, pnming, and harvesting which occasionally. generate dust, smoke, noise, and odor. Butte*County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
Lot 229, as shown on that certain map entitled, ELLY RIDGE ESTATES,unit 4B, which map was filed in
the Office of the Recorder of the County of Butte, State of California, November 10, 1977 in Book 58;of
Maps, Pages 73, 74, 75, 76, 77.
This conveyance is made subject to all of covenants, restrictions, terms and provisions contained in that
certain amended Declaration of Restrictions (KELLY RIDGE ESTATES) filed' in the Office of the
Recorder of the County of Butte, State of California on.May 3, 1972 in Book 175 of Official Records, at
Page 65, and subject to all other easements, rights of way and restrictions of records.
Date_�22eQ�r iv/_ n 2 PROPERTY OWNERS:
State of California )
County of , -6"-r � � )
0 ❑ . `� , 2ifl�2 before me,
personally appeared Co;�,(J(L��jr- A.14 / personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that helshelthey executed the same in his/her/their authorized capacity(ies), and that by
his .bcr/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS mvlhand� and ofiO--Q
w seal_ /1 n Ct
Sianai
al: .�•. CYNTHIA A. COSTA
COMM. # 1279287
NOTARY PUBLIC -CALIFORNIA
r . COUNTY OF BUTTE W
Comm. Expires Oct. 30, 2004
4