HomeMy WebLinkAbout041-420-047i
041-420-047
J,
LAND DEVELOPMENT SHEET
041-420-047 PERMIT#97-1777
TRAVERS, Donald R
041-420-047. PERMIT#97-110AG
3800 Adell Ln., Or.v ille�
Cont: Illumimation Electric�0//Q7
TRAVERS, Donald & Ella
3800 Adell Ln., Oroville
Ele for Well & Lot DevelopmentAg
Ex Permit -Horse Barn
041-420-047 02-1737
WARD, BAILEY
3800 ADELL LN., PARADISE
NEW SINGLE FAMILY 703
i
a
2260 St. George Ln.
Chico, Ca. 95926
March 28, 2005
Mrs. Yvonne Christopher
Director of Development Services Department
# 7 County Center Drive
Oroville, Ca. 95965
Dear Mrs. Christopher:
I understand we did have an "agreement" for two locations for the lath to be inspected. I
was not at the sight, while on the phone with you. Upon arriving at the sight I realized there
was really only one location that does not expose the point of inspection to the weather or
visual "patch effect". The owners were very concerned about cracks so we waited over 45
days before we did the finish coat in order to minimize cracking.
In order to open the stucco for an inspection it is necessary to pulverize the stucco in order
to get it off the wire. This in turn damages the paper and creates a situation in which it is very
difficult to get sufficient lap on the paper to prevent the possibility of leaks. It also creates a
cold joint which is most certain to crack.
As you can see from the pictures there are really no good locations other than the area on
the northwest side of the building, which I opened and had inspected.
The lack of inspection was the result of oversight, not deliberate disregard for the
inspection process. It is my hope you can understand my reluctance to open another location.
I hope we can resolve this matter without further delay. Thank you for your consideration.
Yours truiy,
wa-pr� G 0-- , 4,�
Ward Bailey
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-NOTES'
00 RESIDENTIAL
041-420-047 2-1737
R
WARD, BAILEY „ ,s ,.. L o jt L, p
3800 ADELL LN.�- }
NEW SINGLE FAMILY j
S/-7
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Y
SPECIAL CONDITIONS
�RA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
CHECKED
BY
JOB FINALED (Date)AV
o
Signature
\lj1
✓ = OK
0 =Not OK
= Not Applicable MOBILE HOMES
= Not Ready
Date MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
tF
MISCELLANEOUS
Date
3.
Sewer; Location -Test -Fall -C/O -Concrete
1.
4.
Water; Location -Test -Easement Needed (Sketch)
2.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
3.
6.
Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ PLPG
4.
7.
Well Clearance & Disconnect
5.
8.
Utility Clearance
6.
Carports; Windows -Doors
7.
Electric
Date
Frmg.; Sills -Anchors- Studs- Rftrs-Trusses
Card B-1 Date Card B-1
Date
Siding; Nailing -Veneer -Stucco -Mesh
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
Date
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
Date
5.
Drain; MH Test -Fall -Flex Connector
Date
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
Date
8.
Card B-1 Date Card B-1
Date
9.
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
FINAL (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 in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
/ = OK
0 = Not OK
- = Not Applicable RESIDENTIAL (E
= Not Ready
Date
Underfloor (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
Zoning -Setbacks -Easements -Flood -Slope
lin . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
A!5 Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
jr,aFtg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth
ttic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles
4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5. Stemwalls, Main; Ste eI-Blockouts-Wrapped
ar Fire Protection Framing
6. Stemwalls, Garage; Steel-Blockouts-Wrapped
Property Line Firewall & Openings
6a. Hold Downs and Special Anchors
Ext. oors-One 3' -Check Garage 3rd Story, 2 Exits
7. Slab, Steel -Wrapped
Staff Width - Head room- Rise- Run-Landing- Fire Protection
8. Pi s -Fireplace Ftg.-Steel
Plywpod on Root Overhang -Attic Vents -Rafter Outriggers
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Siding•Nailing Veneer
10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
s creed -Fd. Vents-Underfir. Access
L er Pipe; Test -Anchors -Regulator -Service Test
lazin rea-Glass Protection -Skylights -Plastic
12. Electric Underground
hear Walls; Naili -B Its
Brace Inter, xIer anels
13. Plenums & Ducts; Clearance -Material -Support -Ins.
Insulation ngs f
rders-Sills-Anchor Bolts -Jo ists- Vent s•Crippies
Infiltration -Walls- Windows
15. Access & Ventilation
16. Insulation
Date
CardB-W Date Card B•1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Water Htr.; Vent -Access -Combustion Air Baffle
Water Pipe; Test & Anchor -Nail Protection
.V.; Test Fittings & Anchor -Nail Protection
. Shq6wer an; Test, First Floor -Tub Access
Te b & Shower, Second Floor -Tub Access
Gas Pipe; Sixe & Anchors
t
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Fixture & Transformer Clearance -Ins. Protection
lec. Receptacles Spacing -Lights & Switches at Doors
gkl'slize Boxes & No. of Conductors Stapled
Oellgomex Installed Close to Edge of Studs & C J.
qui . Ground made up w/Mech Fasteners -Bond Gas & Water
2 nce Circuits in Kitchen & Conductor Size GFI
ae—s- Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At
3(�dnge Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral ❑ Yes ❑ No
e• ,ser Conductors & Ground Main Disconnect
qui. Clearances Panels-Motors-Mech. Equip.
Clothes Closet Light -Shower Light -Spa Light
moke Detector
Date
Card B-1 Date Card B-1
Date
Card B•1 Date Card B-1
Date
M HANICAL (Permit) OK except #'s
A.0 ucts Insulation & Support
Ven n, Exhaust above insulation
Cpadensate Drain & Overflow, Size & Grade
Fur •Vent Access -Comb. Air -Return Air Veit 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
FR MING (Permit) OK except #'s
Sills Proper Materials & Anchors
ails Studs -Nailing Spacing & Braces -Plates -Sound
&-litaxing Walls over Girders & Floor Nailing
Dr Stop in Walls (rat proof)
4 Fire Stops. Furred Ceilings-Stairs-Chasers•Tubs
65, -Headers & Beams -Size & Bearing
jingle & Duplex)
Date
FRAMING (Continued)
Hangers -Post Caps -Anchors -Connectors
lin . Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
8.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
ttic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
ar Fire Protection Framing
Property Line Firewall & Openings
Ext. oors-One 3' -Check Garage 3rd Story, 2 Exits
Staff Width - Head room- Rise- Run-Landing- Fire Protection
Plywpod on Root Overhang -Attic Vents -Rafter Outriggers
Siding•Nailing Veneer
5
s creed -Fd. Vents-Underfir. Access
lazin rea-Glass Protection -Skylights -Plastic
60
hear Walls; Naili -B Its
Brace Inter, xIer anels
61.
Insulation ngs f
62.
Infiltration -Walls- Windows
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s
E Steps -Door & Sidelight Protection -Landings
Smoke Detector
Furnace Vents -clearance -Comb, Air-Connector-
__IA-earage; Above Floor-Ducts-Mech. Protection
66. om Exiting
G.F.I. & Bath Fixtures & Tub Access -Spa
&-19i'ec. Trim & Subpanel, Breaker Sizes & Labels
tairs & Rails
,replace or Stove, Clearance -Hearth
Z-'f5e_c_Q utlets at Wood Panel, Int. & Ext.
7 . it. F' t. &Appliance; Ground -Air Gap -Cooking Clearance
7lec._gjutlels & Receptacles at Kit. Counter
7 arage Fire Door; Swing -Landing -Closure
7 per
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
Plb., Elec. & Mech. Equip. Listed for Location
C§ ec. Receptacles in Garage (F.F.I.)-Romex Protection
nsulation- Foam -Looked in Attic
LAD-au—ard Rails & Deck Construction -Post Caps
/.Bents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor Q Yes
82. 'Following Insild./Drive J Yes ;01670alks J Yes anters J Yes ZW
h
. Unit Disconnect, Electrical -Plumbing
encs Above Root, Plbg-Appliance-Fireplace-Clearance to Openings
86. Water Well, Disconnect, Electrical, Plumbing 49t,.I
xterior Elec. Trim, G.F.I. Receptacle -Underground
entilati n Throughout House
lass Protection
9 rrections from Previous Inspec
91. as T - eters Tagged Ga -Ele c
t ter & Sewer Connected -C/O to Grade -HD Approval
neompliance Certificate -Other Certificates
Address Posted
Date ��� Card B- Z- Date Card B-1
Date v V Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
;,.,;,nom �c�,^s+. �-.ir+^r �..r•*?# .. i ..-..� -..� .. ... �» ,��,r.,-+...-i ..r. ,.-.rw..r y{{
COUNTY OF BUTTE
r BUILDING DIVISION
DEPARTMENTOF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive ; Oroville, CA • (530) 538-7541
CORRECTION NOTICE r
2--/2-3 Z_
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 conte this office immediately.
l
7�i , _.-! , L 1, "/ - , "t---- �
Date (AInspector z,!i0/
REV 10/92
1
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
ER 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.
r
Inspector-_
+v
REV 10/92
•-+..e-^«-w• - -err^-,w..w _ ,S:.Cz .� �^"� .--w...� . �`r::.asty�s,�a�
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENTSERVICES ;
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
_G )r r .,l e --.)z-- -173 , 7
OWNER I 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.
I , 0(iv
-t. .Q)
d V
.C—
,1
6
Date S Inspector/ 07'
REV 10/92 ry
II
COUNTY OF,1316TTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville; Califoenia 95965 • Telephone (530) 538-7541 PEBMI NO.
(Rev.12/9f) 'APPLICATION AND PERMIT )a -111
ASSESSOR P 041- 420-047
ZGAR 2 1/2
BUILDING PERMIT
OWNER
WARD,0 BAILEY
TELEPHONE
521-0628
SO. FT. OCC. BUILDING VALUATION
2214
'
- OWNER'S MAIUNG ADDRESS
3425 KENNEDY AVE., CHICO, CA 95973
CONTRACTOR'S NAME
OWNER
TELEPHONE
641 0
119 994
00
CONTRACTOR'S MAIUNG ADDRESS
CONSTRUCTION LENDER
Fireplace A 1. 00.00
LENDER'S MAILING ADDRESS
Total Valuation $
00
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 783.00
ARCHITECT OR ENGINEERS NWUNG ADDRESS
Plan Checking Fee
$ 508.95
BUILDING ADDRESS
3800 ADELL LN., TT TfE
Energy Plan Checking Fee
$ 23.00
PERMIT FEE
$ 1334.95
LOT NO.
SUBDIVISIONS MIME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap JA 7-0084.00
Solar or heat pump water heater 23.00
Water piping 15.0015.00
Each as water heater or vent
15.0015-00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NEW SINGLE FAMILY W/ATTACHED
GARAGE
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE
$ 152.00
ELECTRICAL PERMIT
Fling Fee 20.00
600VOR LES
Main Service A OR LESS
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
(commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.POWELER
License Class Lic. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law f the following reason:
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.
FY I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation Insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
P -IT 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 0 1 should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
_ Date % - U
X <_--
Signature of Applicant - � w- ne ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Main Service 200A To 1000A 46.00
NEW CONST. DWELLING OCCUP. SO
OR ADDNS. ( DW:
ACC. S.3.50 FT. 77-49
NEW9
.T MULTI._ aC TITS @7,50
APPARATLS
b SINGOUTLET C1 R.
EX. Occup.OUTLET OR FIXTURES .00
BAL @ �. 0
Ex. Occup. ouXntDTsRa ' °E,L 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE $
MECHANICAL PERMIT Fling Fee 20.00
Heating 25.00
Cooling
Hood 6.50 6,50
Ventilation 3 4.50 13.50
PERMIT FES $ 90.00
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.00
occ
R3
CONST. TYPE
VN TOT FEE $
D. FE P c Iss
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
/lj,��
By / / /te
PERMIT EXPIRES O l I l c� Os
Dat
Receipt No.35419
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
k
i
0
-.ii. 118E CZdZ.Y
F1oZ P4ea Ateechad 1
Flow Ran Anzchod
S®asZo B.D. �/7-71�
TO: Building Department
FROM: Environmental Health % �1
SUBJECT: Sanitation Clearance
Owner Location AP#
Plan Approved for: Sewage Disposa� Water Suppl Public Private Well
Clearance for dwelling. Other 114
Hold final for:
Final clearance O.K. for:
NOTE:
OJA 12c /7
_z
Env ro me tal Health Specialist Date
170
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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: (C ASSESSOR PARCEL NUMBER C-41It' /'j dbt.J
Proposed Builcing Use: pWAehe f eA(A 01r_ Counter Technician: Date: '7-1
1sf
Items required in order to apply for a permit. All b& es MUST be checked OR marked NA in order to apply.
L. Plot plans, 3 or 4 sets, signed by the preparer of the,plans.
154. . Complete plans, 3 or 4 sets, signed by the preparer of the plans.
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
Engineered truss details and layouts in duplicate. No faxes!
. Energy compliance design and supporting documentation in duplicate.
❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ T. 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.
linl�
'AG �' n� Date Received By
i+S �4Oec(
$. 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.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form...............................................................................
❑ 13. Other
Re aiming items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
14. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
❑ 15. Statement of Intent for Non -heated and A/C Buildings ................................ `.. r ..
Sanitation and plot plan approval from the Environme al Health DRarcel
t in �O(f'I � �2Cj
❑ 7. City of Chico Plumbing permit ........................................... .. .....
18. California Department of Forestry plan approval paid. Sent by�❑ 19: Planning approval for (A) Use: (�}C (B)Parking: (CChe
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑ 22. Pre-Iaspect ion for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ Worker's Compensation Carrier and Policy Number ..............:..............................
25. Owner -Builder Verification (❑ Given to owner, ❑Mailed to owner).....................
Lette- of Signature authorization....................................................................
27. Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 28. Manufactured home utility clearance...............................................................
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 31. Other:
When issued Telephone —” ---.and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit.
Applicant: Date:
?- 4 -vL
1. Index permit application for the above items numbered: _-G? / c�,� Plan Check Letter
2. Additional items required /
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, own e a advised of the abo to b ❑ phone, ❑ mail, ❑ counter, y Date:
Plans reviewed by: Date: Plans approved by: r'75?Date:
Structural reviewed by: Date: Structural approved by:Date: /
Note transfer by: Date:
Yellow: Building Division ti
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
OWNER IJ ) 0,Cd E n."t I phi.
Y
PROPOSED BUILDING USE 8,A A, .6?a 6 oiE'
1. BUILDING PERMIT FEES
Balance Due ....................... $
Additional Fees Due ................. $
Additional Fees Due . .. ......... $
Revised Plan Checking Fee .............$
2. SCHOOL DISTRICT FEES hAUV7 �rt P
(paid at District Office) (Available after Plan Check)4,;!-. I Iq
3. SHERIFF FEES (paid at Building Division)
Residential ...................... x $360.00 =
Uni
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)
4A. S IRE INSPECTION AND PLAN CHECK
89.0 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
A.P. # 91
DATE2--
RECEIPT # DATE REC.
3&,43 11-B'-02-
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.
APPLICANT U,
DATE 7— 1-6-1—
Pursuant
—d-1 -
Pursuant to Government Code 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)
O`VNER-BUILDER VERIFICATION �
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing rtre:�
Please complete and return this information at your earliest opportunity to avid r
in processing and issuing your building permit. No building permit will be issued 81is
verification is received.
1. I personally plan to provide the ma or labor and materials for construction of the proposed
ro im rovement : YES the
0
property P
2. I HAVE O�iAVE NOT 13 signed an application for a building permit for the ps+opMoe A WO&
;. I have contracted with the following person (firm) to provide the proposed eonsa 1_0c®:
NAME:
ADDRESS:
PHOtNE:
COtN-MkCTOR'S LICENSE NO.
4. I plan to provide portions of this work, but I -have hired the following person to coordinate,
supervise, and provide the major work: `
NJO E: '
PFiO'NE:
CITY:
CONTRACTOR'S LICENSE NO.
5. I will provide some of the work but I have contracted (hired) the following persons to provide
the work indicated:
NA.NIE ADDRESS PHONE TYPE OF WORK
SIGNED C'
PROPERTYOWNY-R: AIA
SOCIAL. SECURITY 1
DATE: /l
Pv'OTE: This Owner -Builder Verification is required by Section 19831 wd 19831 OW&t
California Health and Safety Code. This verification must be tomplOW and
returned to our office before we are permitted to issue the permit
OVER
OWNER BUILDER INFORMATIOi
A.i application for a building permit has been submitted in your name listing yourself as the builder ofproperty
improvements specified.
For your protection, you should be aware that as "owner -builder" you are the responsibleperry of raae+d on such
a permit. Building permits are not required to be signed by property owners unless they are personally perf3oemtttg t'beir
own work. If your worts is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business
license from the city or county. They are also required by law to put their license number on all permits for which they
apply.
If you plats to do your own work, with the exception of various trades that you plan to subcontract, you ihould
be aware of the following information for your benefit and protection:
♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials
and other toss) is S300 or more for the entire project, and such persons are not licensed as contractors or
subcormactors. then you may be an employer.
♦ t f you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations includin-*state and federal income tax withholding, federal social security taxes,
workers compensation insurance, disability insurance costs, and unemployment compensation eontn'butioas.
♦ There may be F.nancial risks for you if you do not carry out these obligations, and these risks are especially serious
With respect to worker's compensation insurance.
♦ For more scecitic information about your obligations under Federal Law, conn ct the Internal Revenue Service (tad,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
Sate Law, ccrtact he Department of Benefit Payments and the Division of Industrial Accidents,
lc the strucrut is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only tinder Limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by•contracting the Contractors State License Board in your
community er at 1020 N Street, Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you
are aware of these matters. The building permit will not be issued until the verification is returned.
i rely.
&tie el C. Vi ira, C.B.O.
- ht ger, Building Inspection
NOTE: Tit Zr Owner -Builder Info rmadon is required by Secrlar 198Jo of the Cali(ornIs Health in Safety Codes
OVER
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
ELEVATION CERTIFICATE
Im ortanti'"Read the InstructIons'on pages 1`17,
SECTION A:- PROPERTY OWNER INFORMATION.1.Forlhsuranc&.Compah-tUse:
BUILDING OWNER'S NAME, ,t ^ ��/ L Pot I�• -Num r: "`
f} w t•
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO... .'Company. NAIC Number
r
CIT ! STATE ZIP CODE
PROPERTY DESCRIPTION (Lot anq Block Numbers, Tax Pa I Number, Legal Description, etc.)
4 7 _
BUILDING USE (e.g.. Residential, Non-residonllai, Addition. Accessory, etc. Use Comalents section if necessary.)
,R /0&�J'77+L
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: I_1 GPS (Type):
( W!° - ##' • a*#.>/#" or ##.>Y# #°) ,I NAD 1927 �I NAD 1983 _ L -I USGS Quad Map 1_1 Other-."
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 82. COUNTY NAME B3. STATE
F3LJ- r,6 Co,� C� ` YAJ foeP. �}lLe�4 S BU T76-
84• MAP AND PANEL as. SUFFIX B8. FIRM INDEX B7. FIRM PANEL B8. FLOOD 89. BASE FLOOD ELEVATION(S)
NUMBER DTE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO. use depth of flooding)
o6001-7-o5S0 (fl ON F998 4/3,8 I
610. Indicate the source of the Base _Flood 'Elevation (BFE) data or. base flood depth entered in B9...
—I FIS Profile I -I FIRM I_[Corrimunfty eterined . _,I -i Other(Describe): x SES.... COM/W Ill?�
811. Indicate the elevation datum used forthe BFE in'89: � NGVD 1929' I�I NAVD 1988 Other (Describe):
1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes No
Designation Date:
SECTION •C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: P<ConstrVction Drawings' I—(Building Under Construction' I—IFinisheo Construction
'A new Elevation Certificate will be required when construction of the building Is-complefe::" "
C2. Building Diagram Number (Select the building diagram most similar to the building for whi.Fh this certificate is being completed . see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograpfi.)
C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30. AR/AH, AR/AO
Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from
the datum used for the BFE in Section B,- Convertthe daturti, to that used for the BFE. Show fleld.measurl3ments and datum conversion
calculation. Use the space provided or the Comments area"of Sectlon D or S6d6n•G, as appropriate, to document the datum conversion.
Datum Conversion/Comments U T CO IJfU T , Z13..
Elevation reference mark use" `'
d
Does the elevation reference mark used appear on the FIRM?. Yes I• No •
p a) Top of bottom floor (Including basement or enclosure) ft. m . �
O b) Top of next higher floor 3 4t .7 ft. (m)". J� �1
O c) Bottom of lowest horizontal structural member (V zones only) ft.(m) 7ia„�o,, � 4-:.
O d) Attached garage (top of slab) G. �Q"gtK�4
❑ e) Lowest elevation of machinery and/or equipment
servicing the building ; a
O 0 Lowest adjacent grade (LAG) °� flim).
ft.(m). z
O g) Highest adjacent grade (HA,) 7 m
O h No. of C3
permanent openings. (flood vents) within 1 fL above adjacent grade
O .i) Total area of all permanent openfngs.(flood vents) in C3h sq.r iri: (sq. cm).• �l,. . C ►>,/ \�. - ° Y �!
SECTION„D = SURVEYOR,. ENGINEER, OR ARCHITECT -CERTIFICATION
This certification is to be signed.'and sedled. by a land surveyor engineer, or architect authorized by'law•to,cerbfy.elevatiori'lmtr kation.'
1 certify that the informat/on !n''Secifo"ns ; B;'end C on th13'cerWoate represents my best efforts to:/'nterprref the ;data available.
I understand that any false statement me be unlshable•b fine or lm rlsonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME LICENSE NUMBER
2-7647
TITLE/ �/ ,tom_..^/ N/� COMPANY NAME '' 11
ADDRESS--/ -/f%2/2/¢ T SV � VE��NC
L TY
CIADTATE ZIP CODE' 156 (24 91'96�r
SIGNATURE DATE T°LEPHONE
.SLS O Z 8'7�—� 7--93
P:;=MA Fnrrn A11-11 At Ir: PQ CF RF1/FRAf= Ainr- Fr)p (:r)NT1Ni IATIr1N RFpI Ar.FC At I pRFVIr)I IC Fr1171r`)KLC
IMPORTANT: In these spaces, copy the corresponding Information from Section A. For Insurance Comoany Use
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
C: -1y STATE ZIP CODE Company MAIC Number
SECTION D - SURVEYOR; ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official. (2) insurance agenticompany, and (3) buil'Ung owner.
COMMENTS
ND 9-L
D<—Z_F — 5 _.2./4owA)
oN Fc HA AW As_.. Tl,tr. F <_6 o 0-0A.),9,
/3, T e, /-f IV,,9- L i N 6 /' P1 A/ ar So v T tfi MJ —r c)
l3LJl C rNGi
J^J Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E3. If the Elevation Gertificate is intended for use as .su000rr;ng
information for A LOMA or LOMR-F, Section C must be completed.
El. Building Diagram Number (Select the building diagram most, similar to the bullring for which this certificates oeing cornoleted -
see pages 6 and 7. If no diagram accurately represents the building, provide a sketC7 or photo raon.)
=2. The top of the bottom floor (including basement or enclosure) of the building is ;_.-;_j ft.(m; .._j—Jin.(cm) .—; above or below
(check one) the highest adjacent grade.
E3. For Zone AO only: If no flood depth number Is available, is the too of the bottom floor elevated in accordance �Mth the community s
floodplain management ordinance? j—j Yes j_j No j_j Unknown. The local official must certify this Information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized.representattve who completes Sections A. B, and E for 'Lone A (without a FEMA -issued or
community -issued BFE) or Zone AO must sign here.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRFSENTATIVE'S NAME
ADDRESS CITV STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS -' ----------
J__J Check here if attachmorr5
SECTION G - COMMUNITY INFORMATION (OPTIONAI )
The local official who is authorized by law or ordinance to administer the community's floodolain management ordinance can ;ornclete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and signs below.
G1. j_j The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor.
engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the
elevation data in the Comments area below.)
G2. (—J A community official completed Section E for a building located In Zone A (without a FEMA-iss
Zone AO. ued or community -issued BFE) cr
G3. j—j The following information (items G4 -G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE P=RMIT ISSUEDr
G6. DATE CERTIFICATE OF COMPLIANCE,,OCCI_i- NC`!
ISSUED
G7. This permit has been issued for:J—; New Construction �__i Substantial Improvement T—
G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: r _ ft.(m) Datum: _
LOCAL OFFICIAL'S NAME TITLE ---
COMMUNITY NAME 'ELEPHONE
SIGNATURE`
DA.
COMMENTS -
F:PkAA Form A1,'21 Al Ir: Check here if attachments QQ —'ts_
gcDl prPlz Al I DDcNorl.l IC=r1iT1(`,1,Ic
s
.l,
AND WIDEN RECORDED MAIL TO:
BUTTE CCUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
COPY of Document Recorded
08 -Nov -2002 2002-0060485
Has not been compared with
original
BUTTE COUNTY RECORDER
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, pruning, 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:
Date Novamber 4, 2002
State of Calif ni
C . ounty o-
�ute
PROPERTY OWNERS:
a-Ley
C-)
Cnristine A. Chaney
On 11J4/02 before me,
L. Aan•=_stad . Notary Piihl i (-
personally appeared Jon igard BAiley and Christine A. Chaney*************** 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 wi _hin instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(i�s), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS nd and official seal. r
4 w L AANESTA® a
•tux;: • . COMPA. �+ 1238968
Signature I AA Seal: Vf a NO'f(!;RY P
L U�317C•Ciil3fuR@JdA °�
do
OMrY 0r- Gluri-E .'
,l Comm Expiroa Oct. 21, 2003 C,a
A.P. # )41-420-047 ' e'��,�,s,:�,,,.:��: ,...._ i'
t
* Order No. 00199829-002
EXHIBIT A
THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL A:
PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE
RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 20, 1978, IN
BOOK 68 OF MAPS, AT PAGE(S) 22,23 AND 24.
AP NO. 041420-047
PARCEL B:
A NON-EXCLUSIVE ROAD AND PUBLIC UTILITY EASEMENT KNOWN AS ADELL LANE, AS
SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 20, 1978, IN BOOK 68 OF
MAPS, AT PAGE(S) 22, 23 AND 24.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL A,
DESCRIBED HEREIN.
• FEDERAL EMERGENCY MANAGEMENT AGENCY
O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM - Expires July 31, 2002
ELEVATION CERTIFICATE
Important Read-thwinstructions on pages 1 7,
SECTION A!- PROPERTY OWNER INFORMATION t::For. Insurance Company use: ;17
"
BUILDING OWNER'S NAMEPallc,y.Num r!
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.G. ROUTE AND BOX NO. , : Company NAIGNumber
J.
I.
CITY STATE ZIP CODE
PRUPERTY DESCRIPTION (lot an Block Numbers, Tax Pa I Number, Legal Description, etc.) -`
041— ¢Z S 047
BUILDING USE (e.g.. Residential, Non-residonllal, Addition, Accessory, etc. Use Corrlrrlents section if necessary.)
Rec; /0"J -77/+L
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS (Type):
or ##,.#####0) X NAD 1927 I—I NAD 1983 I—I USGS Quad Map 1-1 Other.
SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE
da -7-T& Co,; CA, �` lnl CORP, i41" S Big 7'Tc e,41 -
114,
,4L84. MAP AND PANEL 135. SUFFIX 88. FIRM INDEX 87. FIRM PANEL 88. FLOOD 89. BASE FLOOD ELEVATION(Si
NUMBER DTE EFFECTIVE/REVISED DATE ZONES) i (Zone A0. use depth of flooding)
o foo r] - oSSo G 0, f'198 3,
B10. Indicate the source of the Bese Flood Elevation (BFE) data or base flood depth entered in B9.
1_1 FIS Profile 1_1 FIRM 1_1 Community petermined �_� Other (Describe): S45Z-
B1 1. Indicate the elevation datum used for the BFE In B9: NGVD 1929 �r� NAVD 1988 1_1 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_I Yes No
Designation Date:
SECTION •C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: XConstruction Drawings' I_IBuilding Under Construction' ;Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograpF.)
C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE; AR/A1-A30. AR/AH, AR/AO
Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from
the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show flelc:.measurements and datum conversion
calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate'. to document the datum conversion.'
Datum Conversion/Comments T CoVYV T.)_
Zi
Elevation reference marts used Does the elevation reference mark used appear on the FIRM? 1_1 Yes No
❑ a) Top of bottom floor (Including basement or enclosure) 4-5 .� ft.(m). -6
❑ b) Top of next higher floor q - ft (m1 N .r
❑ c) Bottom of lowest horizontal structural member (V zones only)m� �E�
❑ d) Attached garage (top of slab) /°°�-� �.'ii' .
E 10
❑ e) Lowest elevation of machinery and/or equipment UJ
servicing the building z
R(m) . a it 2
❑ f) Lowest adjacent grade (LAG) -T ft(m).` i a, a
❑ g) Highest adjacent grade (HAG) 7 0 Y
❑ h) No. of permanent openlhgs. (Mood vents) within 1 fL above adjacent grade —
❑ .i) Total area of all permanent openings flood vertu in C3h — J
( •
sq. in. (sq.' cm):• C !� •°° , �:,.. .
SECTION D --SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION OF =�
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorizedlaw to certify rtify elevatlori irtfonriation.
1 certify that the infiormadon in Sectfons AA end C ori thm certificate represents my best efforts to interpret the data available.
I understand -that any false statement maybe punishable by tine or Imprfsonment under 18 U •S Code, Section 1001.
CERTIFIERS NAME
LICENSE NUMBER
TITLE v/ COMPANY NAME
/2 71r1.4 T
ADDRESS CIT•f e
�`� �� /�� ' - 15457 STATE C� ZIP GODE•9 J'96Sr
SIGNATURE (
DATEO T(LEPHONE
.r r'
FFrUA Fnrm —11 At If: QQ CF RF1/FRRF RII1F Fr1R r:f1NT1Nl IAT1r1N ti gFPI Ar:FC At I pRF1/Ir1i LC Fr)MON.0
ret ..
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District t 490fuig Department No.
A.P. Number/ �l�Q �� T / Jurisdiction: City County
Property Owner
Property Location/Address
Subdivision
Lot No.
..............................................................................................
Residential Development Sq. Footage
No oLiving Mobile Home Addition/ 'Supplemental to (Group R)
Units Installation Conversion Permit #
'(No foundation inspection):
...................................................................................................................
Commercial/Industrial
• New yy Additions..;° p..
Building Department R presentative
moor clans reviewed by School District Personnel)
Sq. Footage
(Including .Exterior -.
Roofed Areas)
Date
District
Identification No. /�
d�AV-xi /F�&� School District certfiesthat W, Po 9.41 tt.1
(Applicant)
.3906 ADSL L_ LANA y9/ - 0_14,
(Street, Address) , ! (Phone Number)
(City)
(State)
(Zip Code)
has complied with the requirements of Resolution No. oZ, by payment of $ 7. 9
representing "Z ! square feet. AB 2926 :
FULL MITIGATION $
School District Representative i t Date
x
Paid by Check It
Remarks:
•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 660201a), 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 project is 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
0 .0. c o\
°
RESIDENTIAL PLAN
o REVIEW GUIDE
c "r, a.:: + o SINGLE FAMILY, DUPLEXAND
MISCELLANEOUS ONLY
Ovvrer. ea, h1j, Building Permit Number: D �;? —r��. Z
Plans Examiner': &/zcda i;rn)P,5-,o-n A. P. Number: L-11' �4o- 0 O V7
GENERAL:
Zoning requirements - (number of permitted living units).
�! Plans signed by the designer.
3--�Proper description of work on the application.
-4— Existing violations on the property.
Recorded notice of violation.
Building permit valuation.
PLOT PLA`:
Complete parcel size and dimensions.
Setbacks. side yard. easements, etc.
Other buildings or structures.
Grading. fills andlor drainage.
Flood hazard.
Special conditions on Parcel Map:
ticise 0 SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage &es ❑
Federal A;d Route and/or Federal Aid Secondary Route setback requirement.
Building or utilities across lot lines (Lot merger approval by Butte County Land Development)
FLOOR PLA.N:
Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3).
10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The mitimum net
clear openable height dimension shall be 24". The minimum net clear operable width dimension sW be 20".
When tvindo" s are provided as a means of escape or rescue; they shall have a finished sill height not more *an
44" above the flcor (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603.7).
Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ceiling he
of not less than 7 feet 6 inches except as otherwise pa'mitted in dds
section. Kitchens halls, bathrooms and toilet compartments may have a ailing height of not less din 7 txt
measured to the lowest eroiection from the ceiling (Uniform Building Code section 310.6.1
All habitable roams except kitchens shall have an area of not less than 70 square feet and not less drag 7 steer is
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
dCI in baths. garage, kitchen. wet bar. and exterior receptacles (NEC 210).
Wafer heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abash
or bedroom (uniform Plumbing Code section 509.0).
Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abed[MM or in
a room compartment or alcove opening directly into any of these (Uniform Mechanical Code StCd n30�t.3).
,lel' Garai firewall separation - required on garage side including supporting walls and posts (Unl>1brnlg
Code section 302.4 exception #3).
,l (: ndcr no circumstances shall a private garage have any opening into a room used for sleeping purposes
Unifvrn Building Code section 312.0.
1 «'ood stove location - Alcove - Ul✓1C section 205 confined space & 223 unconfined space & 304.2).
;;e Smoke detectors (Uniform Building Code section 310.9.1).
Page 1 of 2
Water closet clearances (Uniform Plumbing Code 408.5).
$bower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7).
i1qf-Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size 14 support
RU loads (Uniform Building Code section 1806.3).
UCT'URAL DETAILS:
1; Bid wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels
mutt be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing sbaU not
exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1) Braced aall
lines must be continuous throughout the structure
2 A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building
O that do not com h with the Uniform Building Code. This must include the designer's "wet" stamp, signature,
P.
registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
Clerestory requiring balloon framing and/or ect buil ing (Uniform Building Code Table 18-I-C).
Foundation plans complete enough to construct building
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Fireplace construction details and calculations if necessary.
t'Garage door header size(s).
i10Porch header size(s).
Typical header size(s).
. Stud heights.
lEgb expansive soil - special foundation design required.
Retaining walls requiring design.
C* sum wallboard nailing inspection required.
. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total
net area of at least one square inch for every square foot of area enclosed With the bottom of the openings no
more than one foot above grade. Alternatively. certification may be provided by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior was.
Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction
design requirements must be showm on the building plans.
Elecxric, heating, ventilation, plumbing and air conditioning equipment and otter sen'ice facilities shall be
designed and/or located so as to prevent Water from entering or accumulating with the components during
conditions of flooding.
MISCELLANEOUS ITEMS:
Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003).
Guardrails (Uniform Building Code section 509).
Bride or stone veneer (Uniform Building Code section 1403).
Ea-terir plaster- weep screeds (Uniform Building Code section 2506.5).
.�S! Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2).
o
Foam insulation - protection.
36" halls and stairways (Uniform Building Code section 10Q4.3.3.2).
rwa
TAvo exits on three - story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code section 2306.3 g 2306.7).
,.Attic access and ventilation (Uniform Building Code section 1505).
V�.I; Sound requirements.
Energy design compliance and supporting documentation.
CDF responsible area requirements.
BUMDING PERMIT REQUIREMENTS:
1. ❑ SRA.
2. ❑ Flood elevation cendiicate.
3. ❑ Fire SprirW- ers required
4. ❑ Special Inspection requirements.
5. ❑ Use Permit conditions.
6. ❑ Sub-Standard Housing lever.
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APPROVED
Butte County
Health
ate
--gignature
------------
f3c,-v—v\
Frank M. Glazewski
Architect
1370 Ridgewood Drive Suite 10
Chico, California 95973
53013434630
5301893-0532 fax
October 7, 2002
Department of Development Services
Building Division
7 County Center Drive
Oroville, California 95965
Attn: Keith Long
Re: Ward Bailey
Permit No. 02-1737
The following is in response to your letter dated September 27, 2002.
Item/ Please refer to attached truss review letter.
Item,� The shearwall schedule on sheet S-1 indicates that the BP symbol represents a braced wall
panel. Additionally, I have added this clarification on sheet 5. Since the construction of the
braced wall panel relative to the application of the plywood does not vary from a shearwall,
it is acceptable to use the same symbol to identify them. For all intents and purposes, the
braced wall panels on this project are clearly shown, as are the shearwalls. Since the symbols
used have not caused confusion in the field and do not violate the building code, they will
not be changed. I have added braced panel details on my structural detail sheets per a recent
plan check comment on another project. This should be helpful to the builders in the field.
Item I have added general framing notes to sheet 5. Garage door header size is now noted on
sheet 6.
Itelf 'I The alternate braced wall panel used at grid 6 has been revised to be a standard braced wall
panel.
Iter Please refer to details 01-03/S-3 for requested details. These details are flagged in the revised
shear schedule on sheet S-1.
Ite Please refer to attached copies of p.6 of the design calculations. The references have been
made oAthis layout and will be so referenced on all future submittals.
If you have/anyAuestions, please feel free to contact this office.
Glazewski — Architect
* No. C-27470
Frank M. Glazewski
Architect
1370 Ridgewood Drive Suite 10
Chico, California 95973
5301343-4630
5301893-0532 fax
October 7, 2002
Department of Development Services
Building Division
7 County Center Drive
Oroville, California 95965
Project: Ward Bailey
AP No. 041-420-047
Contractor: Owner -builder
Permit number: 02-1737
Truss manufacturer: Longfellow Lumber Company
Attn: Keith Long
Truss submittal certification letter
This letter is to certify that I have reviewed the truss calculations for the above-mentioned project,
and find them to be in compliance with the plans and specifications; including, but not limited to,
connections, truss loads, load path and bearing points, etc.
questions, please feel free to contact this office.
i - Architect *' N0. C-27470 I *
I
CNV
September 23, 2002
Ward Bailey
3425 Kennedy Ave.
Chic, CA 95973
Department of Development Services
Building Division
7 County Center Drive
Oroville; CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 041-420-047
Building Permit Number: 02-1737
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the paan 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.
NOl`-STRUCTURAL COMMENTS:
1. None
STRTJCTURA MMES:
1. See co ents include . �D �,
If yo -.i wish to ss any of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m., Monday throughFriday. To discuss non-structural items, ask for
Linda. Keith will answer your structural questions.
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
wher_ you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
Linda Simpson
Plan. Examiner
1 of 1
STRUCTURAL COTMA ENTS
9/23/02 -
BAILEY 02-1737
The Architect shall provide a letter certifying review and concurrence of the truss loading criteria
and spans.
Sheet 5: please do not refer to wall lines with shear walls as braced wall lines, or conversely
include braced wall panels in the shearwall schedule. Do not use shearwall symbols (triangles)
intermixed with BWP symbols (circles).
6. Specify header sizes, both typical and at the Garage door opening.
�4! Line 6 incorporating an Alternate Braced Panel will require a continuous footing across the
complete line per UBC 2320.11.4.
Please detail or specify the construction of the Alternate Braced Panels.
`6( The Architect shall state, as a put of the calculations assumptions, which lines comply with
conventional bracing methods.
Keith Long, Architect
Plans Examiner Consultant
Job
Truss
Truss Type
Qty
Ply
LOADING
(psf)
SPACING 2-0-0
CSI
R8543051
ADEL
01
CAL HIP
1
2
16.0
Plates Increase 1.25
TC 0.22
Vert(LL)
0.07
8-9
(optional)
2-10.8 3-8-8
2-10.8 0.10.0
4.00 12
v.<v h — r 5 vul 1 , zuv/ rvii i eK Inuustrles, Inc. Mon reo z4 14:31 :LU zuuo rage 1
6x6
3x4
2 3
9-9-8 I 10-7-8 I 13-6-0
6-1-0 0.10-0 2.10.8
3x8 = 6x6 =
4 5
Scale = 1:22.4
2-10-8
2-10.8
3x4 = 3x4 = 2x4 11 3x4 = 3x8 =
10.7-8
7.9-0
13-6-0
2-10.8
Plate
Plate Offsets (X,Y):
11:0-3-6,0.0-141, 16:0-3-6,0-0-141
LOADING
(psf)
SPACING 2-0-0
CSI
DEFL
in
(Ioc)
I/defl
PLATES GRIP
TCLL
16.0
Plates Increase 1.25
TC 0.22
Vert(LL)
0.07
8-9
>999
M1120 220/195
TCDL
10.0
Lumber Increase 1.25
BC 0.42
Vert(TL)
-0.13
8-9
>999
BCLL
0.0
Rep Stress Incr NO
WB 0.41
Horz(TL)
0.04
. 6
n/a
BCDL
7.0
Code UBC97/ANSI95
(Matrix)
1st LC LL Min I/deft = 240
Weight: 142 Ib
LUMBER BRACING
TOP CHORD 2 X 6 OF SS -G TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-2, 5-6, 2-5.
BOT CHORD 2 X 6 OF SS -G %BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 OF Std -G I
REACTIONS (Ib/size) 1 =3213/0-3-8, 6=3213/0-3-8
Max Horz 1=-5(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1-11 =-6846, 2-11 =-6783, 5-12=-6786, 6-12=-6849, 2-3=-6654, 3-4=-7708, 4-5=-6655
BOT CHORD 1-10=6428, 9-10=7708, 8-9=7674, 7-8=7674, 6-7=6430
WEBS 2-10=1988, 5-7=1977, 3-9=677, 4-8=665, 3-10=-1267, 4-9=41, 4-7=-1224
NOTES
11 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level,
using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline,
on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C
ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches
exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
per Table No. 16-13, UBC -97.
5) A plate rating reduction of 20% ha's been applied for the green lumber members.
6) This truss has been designed with ANSI/TPI 1-1995 criteria.
7) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows:
Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails.
9) Special hanger(s) or connedtion(s) required to support concentrated load(s) 70.01b down and O.Olb up at
2-9-0, and 70.Olb down and O.Olb up at 10-9-0 on top chord. Design for unspecified connection(s) is
delegated to the building designer.
LOAD CASE(S) Standard
Continued on page 2
Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE
Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component to be
Installed and loaded vertically. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not tress
designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the
responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-09 Bracing Specification, and HIB -91
Handling Installing and 3racing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 537119
Conned trm to older
w th Simpson
Lu (�, or equal-
Q�OF ESS/pN
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February 24,2003
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RESIDENTIAL
JOB FINALED (Date)
SIgnaturz: __.�_
V =OK
0 - Not OK
* NotApplicable
y MOBILE HOMES
Date MOBILE HOME UTILITIES (Piansi OK except #'s
1. Zoning Requirements - Setbacks - Easements
2. Sails: Special MH Support Sketch
3. Sewer, Location-TesWal4CiOConcrete
4. Water Location -Int -Easement Needed (Sketch)
5. Electricity: Location-Clearances-Gmd-/ /AmpL'ancete
8. Gar. Location-Tws rap; / AJL
/
/Nat. of/ /'L-fL/ /LPG
7. Wei Clearance 8 Disconnect
8. utilityClearance
Date Card B-1 Data 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: SiteSpacir"aniage Line
3. Gas; MH Test -Demand VahmConnector
4. Electricity; MH Test-Crossmem-Smakefs•Clearances
5. Drain: MH Test-FaWax Connector
6. Water, MH Test-RegulamrConnector
7. Water and Sewer Connected -C/0 to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10.. Exits; Insp.-Sketch
11. Certof0oeupancy
Date Card B-1 Date Card B-1
Date Card B-1 Date Card 8-1
MISCELLANEOUS
Date DECKS. COVERS. CARPORTS. GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings: SailsSirnDepthSpaeingConnectors-SOeel
3. Decks: Girders and/or Joists-0eeking-BracingStairs-Rade
4. Wood Awn.; Posts-Beams-RhmConnectors
Shthg.-Rfg.-Bracing
-
S. Alum. Awn.: Columns -Connection 9Splice•0xaFEndoautes
6. Carports: Windowg-Doom
7. Electric
8. Fnng.: Sils-Arx:hors.Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof-, Shthg-Roofing
11. Ext; Steps0oorsdandings
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK exceot #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance -GR
_
5. Elec.; Pool Lighting: 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries-Terminals-Usted
7. Elec.; Bonding; Metal WS -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Encosures-Panelboardsans. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
✓ OK
O Not OK
Not Applicable
Not Ready
RESIDENTIAL (Single & Duplex)
Date UNDERFLOOR (Plans) OK except ^
I. ZoningSetbacks-Easments4goodSlope
2. Ftg., Main; Soils-Elec. Gmd.-/ /' Fig. Depth
3. Ftg. Garage; Soils-Steel-Elec. Gmd/ C Ftg. Depth
4. Ftg. Parches & Decks: SoilsSteel-/ )"Ftg. Depth
S. Stemwalls, Mein: Steet•8WckoutsWrapped
6. Stemwalls, Garage; Steel-Bkxckouts-Wrapped
6a. Holo Downs and Special Anchors
7. Slab, Steel -Wrapped
8. Piers replace Ftg.-Steel
9. D.W.V.: FaU Fitting -Test -2 Way C/0 -Sewer Test
10. UF. Gas Pipe: Size Anchors -Yard Gas Piping: Size Test
11. Water Pipe: Test-Anehci rRegulatorService Test
12. Electric Underground
13. Plenums & Ducts: Clearance-Mater:tlSupporHns.
14. GirdersSills-Anchor BoltsJoistrWentsCrippies
15. Access & Ventilation
16. Insulation
Date
Card B -I Date Card B-1
Date
Card B-1 Date Card a-1
Dam
PLUMBING (Permit) OK except ft
Dam
17. Water Htr.; Vent -Access -Combustion Air Baffle
18. Water Pipe: Test & Anchor-Nad Protection
19. D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test. First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
22. Gas Pipe; Size & Anchors
68. Elec. Trim & Subpanel, Breaker Sizes & Labels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Dam
ELECTRICAL (Permit) OK except ft
23. Fixture & Transformer Clearance -Ins. Protection
24. Elec. Receptacles Spacing -Lights & Switches at Doors
25. Size Boxes & No. of Conductors Stapled
26. Romex Installed Close to Edge of Studs & C.J.
27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water
28. 2 Appliance Circuts in Kitchen & Conductor Size GFI
29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
30. Ranne Circ. / / ga Cu or AI.Oven Circ. / / ga Cu or AI
Insulated Neutral 1] Yes Q No
31. Service -Riser Conductors & Ground -Main Disconect
32. Equip. Clearances Panels -Motors -Meeh. Epuip.
33. Clothes Closet Light -Shower light -Spa Light
34. Smoke Detector
84. A.C. Unit Disconnect, Electrical -Plumbing
Date
Card 8-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except *'s
35. A.C. Ducts Insulation & Support
36. Vent Fan, Exhaust above insulation
37. Condensate Drain & Overflow, Size & Grade
38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet
39. Attic Access & Platform if Furnace in Attic
93. Energy C3mpi ante Certificate -Other Certificates
Date
date
Date
�3xE Card B -I
- - - - -Dat2 Card 8-1
--' - CardB-t
Date
Card B -I Date Cara B-1
Date
Cara B-1 ate Card B -I
Date FRAMING (Plans) OK except c•s
---- -_; - - Proper r.latenai; '-
Nalls Stua-.413111ng SD3C. - 3,acec-Plates.2ound
----- - 3e3rnng :^calls over S1rce•s 3 F•ecr r la i.nci - -
- - Draft Stoo in t'/all-,:•a: r --- - - ----
- - -- _-re Stool Furrea Comnrc- ::users -rub; - -- - r-
_ waders 3 Beam: =?grn; -- - ----
Date FRAMING (Continued)
46. Hangers -Post Caps -Anchors -Connectors
47. Cling. Joist-Rttc Ties-Purtin-roff Brac.-TrussShting,-R(ng.
48. Fireplace Ties or Type A Flue-Fireptace Throat clearance
49. Attic Access; Size & Romex Protection -Draft Stopans. Baffles
50. Bdnn. Windows or Exiting Doom -Sill HgL & Dimensions
51. Garage Fre Protection Framing
52. Property tine Firewall & Openings
53. ExL Doors -One 3 -Check Garage 3rd Story, 2 Exits
54. Stairs: Widtft Headroom -Rise -Run- andbV-Fire Protection
55. Pywood on Roof Overhang -Attic Vents -Ratter Outriggers
56. Siding -Nailing Veneer
57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58. Glazing Area -Glass Protection -Skylights -plastic
59. Shear Walls; Nailing -Bolts
60. Brace Wall Panels
61. Insulation -Walls -Ceilings
62. Infiltration-WalisAVindows
Comments at Fw. i
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Dam
FINAL (Plans) OK except ft
63. Ext Steps -Door & Sidelight Protection -Landings
64. Smoke Detector
65. Furnace; Vents -Clearance -Comb, AirConectDr
In Garage: Above Floor -Ducts -Meeh. Protection
66. Bedroom Exiting
67. G.F.i. & Bath Fixtures & Tub Access -Spa
68. Elec. Trim & Subpanel, Breaker Sizes & Labels
69. Stairs & Rails
70. Fireplace or Stove, Clearance -Hearth
71. Elec. Outlets at Wood Panel, Int & Ext
72. Kit Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
73. Elec. Outlets & Recepticales at Kit. Counter
74. Garage Fire Door, Swing -Landing -Closure
75. A.C. Duct in Garage -Damper
76. Wtr. Htr.; Venti -Clearance,-Comb. Air Connector-P.R.V.
In Garage; Above Floor -Meth. Protection
77. Pib., Elec. & Mech. Equip. Listed for Location
78. Elec. Receptacles in Garage (G.F.1.)-Romex Protection
79. Insulation-Foam4-coked in Attic
80. Guard rails & Deck Construction -Post Caps
81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance looked under Floor 0 Yes
82. Following Insdd./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 No
W. Stucco Brown -Finish
84. A.C. Unit Disconnect, Electrical -Plumbing
85. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings
86. Water Well. Disconnect, Electrical, Plumbing
87. Exterior Elec. Trim, G.F.I. Receptacle -Underground
88. Ventilation Throught House
89. Glass Protection
90. Corrections from Previous Inspections
91. Gas Test -Meters Tagged. Gas -Electric
92. :hater d .f3zwer Connected -CIO to Grade -HO Approval
93. Energy C3mpi ante Certificate -Other Certificates
Date
date
Date
�3xE Card B -I
- - - - -Dat2 Card 8-1
--' - CardB-t
Comments at Fw. i
LOCATION:', S W O /'; P Q-Qj l� I
CONTRACTOR:_
&-O�
PRE -INSPECTION FOR:
DATE:
A.P.#:
ZONING:
DATE TO INSPECTOR: ? c9
PERMIT HISTORY: [ ]NONE [ ]AS FOLLOWS:
TYPE OF OCCUPANCY:
BUELDING INSPECTOR'S REPORT
lding Description:
[ ] Commercial/Usage:
[ ] Residential/# of Units: Mobile Home: Yes[ ) No[ ]
[ ) Currently Occupied.
[ ] Abandoned/Vacant.
-tric:
[ ] Yes [ ] No
Electric is currently : [ ] On [ ] Off
Condition of electrical?
Natural[ ] Propane[ ] None[ ] Currently On[ ] Off[ ]
Obvious problems:
itation:
Plumbing working Yes[ ] No[ )
Well: Yes[ ] No[ ] Potable water: Yes[ ] No[ J
Obvious SewageVIIssue
lems:
ion Recommended: [ ]Hold for:
Inspector : Date:
7�-'
May 1995 4.7
Frank M. Glazewski
Architect
1370 Ridgewood Drive Suite 10
Chico, California 95973
530/3434630
530/893-0532 fax
April 16,"2003
Department of Development Services
Building Division
7 County Center Drive.
Oroville, California 95965
Project: Ward Bailey
AP No. 041-420-047
Contractor: Owner -builder
Permit number: 02-1737
Truss manufacturer: Longfellow Lumber Company
Attn: Building Official
Truss submittal certification letter
This letter is to certify that I have reviewed the truss calculations for the above-mentioned project,-" - --"
and find them to be in compliance with the plans and specifications; including, but not limited to,
connections, ss loads, load path and bearing points, etc.
If you ha e y questions, please feel free to contact this office.
s�D ARC
Glazewski -Architect
No. C-27470 �.
08-3
CA'
BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT ,
Agricultural building is defined as follows: Agricultural building is a structure designeXand constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PARCEL NO.
p
i
j - �- Z. o � �T � - v 0 �
j� f� m � "2
ZONING I 1 0 ` �7
OWNER �o LJ A, A,'0
ESI A Trz-AV C_-
PHONE NO. ? 7 —36 %'
a �A
OW R'S ADDRESS
0 3 o - 2- OL
?A, 94.'o C .
LOCATION OF BUILDING
0
LPk- 0E Qv-0vI t CJN
USE OF BUILDING. �Aoi25 i=_
A o -o — 5 .A' 1S *14w\ 1 5- uy2ftl&c
SIZE OF STRUCTURE
' X ' := 1 -2- 0 SO. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME STEEL
CONCRETE X OTHER (Specify)
TYPE OF SIDING -
ROOF COVERINGl`
FLOOR TYP
Ajt DN TTP`
k1 00
CO-0CV� a
ESTIMATED COST OF CONSTRUCTION
$ mac, _ nor)
AG Buildings shall comply with
the minimum front, side, and rear yard setback requirements of the applicable County
Ordinances as follows: 1
ss
- , I
-SIDES 2 d
FRONT
114w" �_&V REAR /h4'z"^
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation
USGS Datum.
I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before
occupancy.
Date k 0y - Ll i
Permit Fee - $60.00
Receipt No. l � d
Signature of Owner �ccac._ r>A �m� 1
The above described AG Building is exempt from a building permit. I
New
Manager Building Division
5 By
White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant
Date 97
LAND DEVELOPMENT
BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.
OWNERS A. P.
NAME: NUMBER:T %
P15NT LAST NAME FIRST
ADDRESS / LOCATION:
COUNTY ZONING ,JJ
DESIGNATION: d �!>>; r/ FLOOD ZONE: FLOOD MAP:
APPROVED: CONDITIONALLY APPROVED: ✓ RESOLVE PROBLEMS PRIOR TO APPROVAL:
PARCEL CREATION BY DEEDS OR MAP
DEED INFORMATION:
DATE OF CREATION:
DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO
COMMENTS/CONDITIONS:
MAP INFORMATION:
DATE OF RECORDING 9' /Z-0 173 LOT � BOOK PAGE 02
.i
COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17. OF MAPS AT
PAGE 23): YES ,/ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BEPAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED.
_ 1. Mainta*n a 50 ft. building setback from centerline of road.
2. Mainta:.n a ft.building setback from right-of-way/centerline of
_ 3. Comply with Zoning code for building setback from road.
_ 4. Maintain a 100 ft. leachfield setback from all existing wells.
5. Maintain a !� �r ft. leachfield setback from
_ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department.
�7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
8. Connect to a public water supply.
_ 9. Connect to a public sewer system.
_ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National
Fire Protection Association Standard for the 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 Fire Department
specifications, serves the parcel.
_ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of S
_ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
_ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated
in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Plamwrg Dh s6an.
_ 15. All new residential buildings shall be constructed to comply with therequirements of the Uniform Building Code for seismic
safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3
requirements of the Uniform Building Code.
16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 17. Pay school impact mitigation fees.
X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte
County Code.
_ 19. 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.
_ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find
pending examination of the site by a professional archaeologist. This person would then be able to assess the site
significance and suggest appropriate mitigation measures.
is 21. ,� z3 F-0 Vz v16AYCC sEWTIC �
22.
23.
24
25.
26
N3una 40 KINno0
tsst z z I n r
a3A1333a
LD 5/97
CAVWSi%Fowe.n8L00Kf n.cw
DONALD R. TRAVERSt
tCERTIFIED SPECIALIST
ESTATE PLANNING, TRUST AND PROBATE LAW.
STATE BAR OF CALIFORNIA.
BOARD OF LEGAL SPECIALIZATION
JOHN J. RANK
TRAVERS & RANK
529 PEARSON ROAD
PARADISE, CALIFORNIA 95969
October 21, 1997
Michael V. Viera
County of Butte
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
Dear Mr. Viera,
TELEPHONE (9 1 6) 877-3677
FACSIMILE (91 6) 877-0541
I have enclosed the F.E.M.A. National Flood Insurance Program Elevation Certificate, which
you requested in your letter of October 8, 1997. I have also enclosed a copy of your letter for your
reference.
Very truly yours,
DONALD R. TRAVERS
DRT:ds^:
OCT 2 2 1997
BUTTE COUNTY
BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION
7 County Center Drive, Oroville CA 95965
Phone: 916-538-7541
DONALD TRAVERS
P.O. BOX 293
PARADISE, CA 95969
RE:
A.P. # 041-420-047
With reference to the above subject:
Attached is:
Application for permit
Building Plans
Engineered Calculations
Owner -Builder Verification Fm
DATE: 10/8/97
Mobilehome Utilities Installation Sheet
Mobilehome Installation Information Sheet
Typical Plan Sheet
List of Codes Enforced
We need the following information prior to permit processing and/or issuance:
Permit application signed and completed where indicated with all copies returned.
Plot plans, 3/4 sets, signed by preparer of plans.
Complete plans, 3/4.sets, signed by preparer of plans.
Engineered plans and calcs, 3/4 sets, with wet signature on plans.
Hazardous Material Form
Energy Design Compliance and supporting documentation.
Statement of Intent for Non -Heated and A/C Buildings.
Engineered truss details and layout in duplicate.
Mobilehome data and manufacturer's installation instructions, 2 sets.
Fees of $ , payable to Butte County Treasurer.
Impact fees paid.
California Department of Forestry plan approval/fees.
XyXF.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed
land surveyor, architect or engineer.
Sanitation and plot plan approval Health Department.
City of Chico plumbing permit.
�lct plan and business license approval from City of Biggs/Gridley.
Planning approval for
Land Development (a) Improvements (b).'Drainage.
Driveway permit (approval of construction required prior to occupancy).
Contractor's license information (No. Name Style, Class) or exemption statement.
Owner -Builder Verification Form.
Recorded copy of Agricultural Acknowledgement Statement.
Letter of signature authorization.
Copy of recorded deed of parcel creation and 60' right of way to a public road.
Letter of intent on building use.
Mobilehome utility clearance.
Documentation of legal access.
Documentation of 50% subdivision developed or (a) Road improvements completed and
(b) Parcel meets zoning area and frontage requirements.
Existing violations/expired permits resolved.
Plan check list data and revisions.
sets of plans in accordance with changes marked in red.
Copy of recorded 60' right of way to a public road
Other
Should you have any questions concerning the above,'please contact
of this office.
Y
oery t ,
C. Vieira, C.B.O.
MCV:ahb OCT 1997 wilding Inspection
BUT= COUTL%T
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVII
7 County Center Drive, Oroville CA 9596
Phone: '916-538-7541
DONALD TRAVERS
P.O. BOX 293
PARADISE, CA 95969
RE:
A.P. # 041-420-047
With reference to the above subject:
Attached is:
Application for permit
Building Plans'
Engineered Calculations
Owner -Builder Verification Fm
DATE: 10/8/97
Mobilehome Utili
Mobilehome Insta
Typical Plan She
List. of Codes En
BUILDING DIVISION
Installation Sheet
on Information Sheet
We need the following information prior to permit processing and/or issuance:
Permit application signed and completed where indicated with all copies returned.
Plot plans, 3/4 sets, signed by preparer of plans.
Complete plans, 3/4 sets, signed by preparer of plans.
Engineered plans and calcs, 3/4 sets, with wet signature on plans.
Hazardous Material Form
Energy Design Compliance and supporting documentation.
Statement of Intent for Non -Heated and A/C Buildings.
Encineered truss details and layout in duplicate.
Mobilehome data and manufacturer's installation instructions, 2 sets.
Fees of $ , payable to Butte County Treasurer.
Impact fees paid.
California Department of Forestry plan approval/fees.
XXXF.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed
lard surveyor, architect or engineer.
Sanitation and plot plan approval Health Department.
City of Chico plumbing permit.
Plct plan and business license approval from City of Biggs/Gridley.
Planning approval for
Land Development (a) Improvements (b) Drainage.
Driveway permit (approval of construction required prior to occupancy).
Contractor's license information (No. Name Style, Class) or exemption statement.
Owner -Builder Verification Form.
Recorded copy of Agricultural Acknowledgement Statement.,
Letter of signature authorization.
Copy of recorded deed of parcel creation and 60' right of way to a public road.
Letter of intent on building use.
Mobilehome utility clearance.
Documentation of legal access.
Documentation of 50% subdivision.developed or (a) Road improvements completed and
(b) Parcel meets zoning area and frontage requirements.
Existing violations/expired permits resolved.
Plan check list data and revisions.
sets of plans in accordance with changes marked in red.
Copy of recorded 60' right of way to a public road
Other:
Should you have any questions concerning the above, please contact
of this office.
4manger
ery tC. Vieira, C.B.O.
MCV:ahb , uilding Inspection
041-420-047''PERMIT#97-1777
TRAVERS, Donald R. .
3800 Adell Ln., Oroville
Cont: Illumimation Electric
Ele for Well & Lot Development
CE: COPY
OFFI.
Address
ELECTRIC, /
Meter By Dat /
4
•
AVIV �
r.
(Rev. 12/96)
COUNTY OF BUTTE ;DEPARTMENTOFDEVELOPMENTSERVICES -
7 County Center Drive - Oroville,';(;Aliforl�la 95965 - Telephone
t
APPLICAT1 N AND PERMIT
BUILDING DIVISION
(916) 538-7541 ^ �„ ;T,7
AJSO°RPAfiCELNUMBEA� ,
Z°"'"°
BUILDING PERMIT
916S'�41 R. TRAVERS
TELEPHONE
877-4244
SO. FT. OCC. BUILDING VALUATION
31' '1rf1A§59'kD. , PARADISE. CA 95969 !
1LLNAl.LON 'ELECTRIC
LEPHONE
873-0122
I go°R(MLIME RD. , MAOALIA, CA 95954 1
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
3
LICENSE
NO.
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MAIUNG ADDRESS •-
Plan CheckingFee
$
pT�
BUILDING ADDRESS ryp00 ADEU LN., OROVILLE
.JO
Energy Plan Checking Fee
$
$
PERMIT FEE
$
LOT NO.
SUBDIVISION'S NAME
PARCEL MAP
it
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY +
Each Trap
1 7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other .
400 AMP MAIN SERVICE FOR ;& Ar!'
Al
'
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home SG W
920.00
PERMIT FEE
$
1
ELECTRICAL PERMIT
Filing Fee 20.00
000V OR LES'
Main Service 200AORLESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is FI full fgc4ce and effect. , / s G I
License Class % Lic. No. /�
OWNER -BUILDER DECLARATION'S }
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason: i
❑ 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 said.
❑ I, as owner of.the property, am exclusively contracting with licensed; contractors
to construct the project. i
❑ 1lV.im exempt under Sec. Business and Professions Code for this
reasony..- - !
Main Service 200A TO 1000A
46.00 •
NEW CONST. DWELLING UP.
OR ADDNS. ( 8 ACC. BLDS.
S°
3.50FT.
NEW CONST. MULTI -OUTLET
NON-RESID. ANC cl Cu
97.50
POWER APPARATUS
8 SINGLE OUTLET CIR.
EX. OCCU OUTLET OR FIXTURES20
®1.00
BAL Q .50
Ex. Occup. ouTLEEDrs RESID.°FRa
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PRF,—INSPECTION—72-723.00
PERMIT FEE
S
X` WORKERS' COMPENSATION DECLARATION
r_
I hereby'affirm under penalty of perjury one of the following declarations::
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by 'section 3700 of the Labor Code, for the
performance of the work for which this permit is issued. i
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of•one hundred dollars ($100) or less.) "
60001' 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 provisios.
X,•_�c ^,_. ( 2� L�1.�Lx_Date _
�
Signature -of A plicant -_0_'OwLn67rVf Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction/
of structures over 3 stories in height.
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
OCC
CONST. TYPE
TOTAL FEE $
HAZ.
D. FEES IMP
FLOOD
CDF
PARCEL
pp
HD
ISSUEt
✓-
This permit is hereby issued under
the Butte County Code and/or
in
inabove for which fees have
/,
By , f%i'G t /�, Arlo"—
PERMIT EXPIRES ON"
the applicable provisions
Resolutions to do work
been paid.
�- L„
Date
?,g& I? `
Date
Receipt No.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
R
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916).538-7511 PERMIT NO.
(Rev. 12/96) APPLICATION AVD PERMIT
ASSESSOR PARCEL NUMBER
041-420-047
ZONING
BUILDING PERMIT '
LD R. TRAVERS
TELEPHONE
877-4244
SO, Fr, OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
529 PEARSON RD., PARADISE, CA 95969
CONTRACTOR'S NAME
ILLUMIATION ELECTRIC
TELEPHONE '
873-0122
CONTRACTORS MAILING ADDRESS
14590 CENTERVILLE RD., MAGALIA, CA 95954
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDING ADDRESS
3800 ADELL LN . , OROVILLE
Energy Plan Checking Fee
$
$
PERMIT FEE
$
LAT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
-
Solar or heat um water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other
Describe Work: 400 AMP MAIN SERVICE FOR WELL & LOT
DEVELOP ENI
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00 .
PERMIT FEE
$
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service 200A OR LLES9ESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license isia full f rce and effect. / / (�
License Class � Lic. No. ` �� O�% �/
OWNER -BUILDER DE LARATION
1 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
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
hundred dollars ($100) or less.)
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' ompensation provisions of section 3700 of the Labor Code, I shall
forthwith mply with tho rovisio
A
X _ __ Date _
plicant - ❑ n r Contractor ❑ A nt '
An OSHA permit is required for excavations over 60" deep and demolition or construction
I of structures over 3 stories in height.
Main Service 200A TO 1000A 46.00 46.00
NEW CONST. DWELLING OCCSo
OR ADDNS. ( 8 ACC. BUP. LAS. 3.50FT.
NEW CONST. MULTI.OUTLET
NON•RESID. ANCH CIRCUITS
@7.50
POWER APIFIATU
8 SINGLE OUTLET CIR.
00
Ex. Occup. OUTLET OR FIXTURES A�9 URES B .50
Ex. Occup. O EtFrs gM'.OEA
5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PRE—INSPECTION 23.00
PERMIT FEE 9 89.00
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE S
Mobile Home Installation Fee Is
Energy Inspection Fee Is
Occ
CONST. TYPE
TOTAL FEE $
HAZ.
p, FEES IMP
FLOOD
CFF
PARCEL PD
HD
ISsu
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.
Date
A
Date
Receipt No. 222688
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
* -• -.rh '�.r.,..r ^''kn r�•�•"-r�"Y],_.rf,in�i'�'>`-.ti: �w..� r :.`��>'r.� yi'r►,'":'l-.�'s'y°ir...-7..,.'"+ir�`i`
Via" ?.�.
n 1'
COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -,.BUILDING DIVISII
7. COUNTY CENTER DRIVE''-y40ROVIL)rE;, C�1I,�1)?'$P11A 95965 - TELEPHONE (916) 538-7541.
PERMIT APPLICA TION DA TA SHEET
r�
OWNER: 6r -I ASSESSOR PARCEL NUMBER: - 6 -
Proposed Building Use: uilding Inspector: Date:
f'' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
❑ 1. All items have been submitted.
02. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------
03.
---------------------------------------------------
❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------
❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
E15. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------
06. Energy Design Compliance and supporting documentation. -------------------------------------------
117.
------------------------------------------
❑7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------
4
❑ 8. Hazardous Material Form.---------------------------------------------------------------------------------
❑9. Manufactured Home data and installation instructions including Tie Down Specifications -------------------
0 10 "Foes of $ w,n ----------------------------------------------------------------------
❑ 11. Impact fees as shown on the attached schedule. -----------------------------------------------------------------
❑ 12. California Department of Forestry plan approval/fees. ---------------------------------------------------------
❑ 13. Flood elevation certificate.----------------------------------------------------------------------------------------
❑ 14. Sanitation and plot plan approval Health Department.
❑ 15. City of Chico plumbing permit. ---------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs.
❑ 17. Planning approval for (A) Use: (B) Parking:
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.
1-119. Encroachment Permit for driveway (construction approval prior tc occupancy). ---
❑20. Pre -inspection for
required Request to Building Inspector on
❑21.' Contractor's license information. (Number, Name Style, Classification).
13 22. Workers' Compensation carrier and policy number. -----------------------
1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 11) - ------------------------- `------------
❑24. Letter of signature authorization.--------------------------------------------------------------------_-------
❑25. Recorded copy of Agricultural Acknowledgment Statement.
026. Letter of intent on building use. --------------------------------
0 27. Manufactured Home utility clearance. --------- ---------------------------------------------------------------
❑28. Existing violations and/or expired permits.---------------------------------------------------------------------.
❑29 433 A, ❑Gran�t Deed, ❑ K.H. Title, ❑ Check to H.C.D---------------
30. Other: oj-;U% _L4� 0tc, . _------
When you issue the permit, process as follows ❑ Mid to owner, E -Mail to contractor.
❑ Telephone and hold for pickup at office. 11 Deliver with inspector.
Dat(
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ollution Date:_ /B
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: / B
1. Index permit application for the above items numbered:
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build' g
Contractor, designer, owner, was advised of the above required databy„❑ phone, ❑ mail, ❑ Bikifding
Plans reviewed by: Date: Plans approved by:
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. - Note transfer by:
Yellow Copy - Department of Development Services, Building Division.
(Date)
i
i WA
4 ❑ Plan Check List
Dr ion counter, by
ivision counter, by
Division counter, by
Division counter, by
Date:
Date:
Date:
Date:
Date:
Date:
S
E
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R
Project Title.......... BAILEY RESIDENCE Date..06/07/02 14:29:45
Project Address........ 3800 ADELL LANE ******* l
PARADISE *v6.01*
Documentation Author... GARY HAWKINS ******* Buil4ing Ell 'Mit #
Gary Hawkins Architect cJ �/rm
1370 Ridgewood Dr, Suite 10 Plan Check / Date
Chico, CA 95973
530-892-2700 Field Check/ Date
Climate Zone.. ..... 11
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File -BAILEY Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2214
Component
Type
Wall
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.....
2214 sf
Single Family Detached
New
Front Facing 145 deg (SE)
1'
1
Raised Floor
21.3 6 of floor area
0.43 Btu/hr-sf-F
0.37
9.3 ft
BUILDING SHELL INSULATION
Frame Cavity Sheathing
Type R -value R -value
Wood R-17.8 R-0
Total Assembly
R -value U -factor Location/Comments
R-17.8
Door n/a R-0 R-n/a R-0
Roof Wood R-11 R-27 R-38
Floor Wood R-19 R-0 R-19
FENESTRATION
0.065 FRONT, LEFT, BACK
RIGHT
0.330 FRONT, BACK
0.025 ATTIC, VAULT
0.037 CRAWL
Over -
Interior
Exterior
hang/
Area
U_
Fins
Orientation
Standard
(sf)
Factor
SHGC
Window
Front,(SE)
Standard
24.0`
0.410
0.350
Window
Front
(SE)
96.0-
0.410
0.350
Window
Front
(SE),
9.0'
0.410
0.350
Window
Front
(SE)
36.0-
0.410
0.350
Door
Left
(SW)
40.0-
0.410
0.350.
Window
Left
(SW)
10.5.
0.410
0.350
Window
Left
(SW)
36.0,
0.410
0.350
Door
Back
(NW)
40.0
0.410
0.350
Window
Back
(NW)
24.6
0.410
0.350
Window
Back
(NW)
9.0.
0.410
0.350
Door
Back
(NW)
40.0.
0.410
0.350
Window
Back
(NW)
14.0.
0.410
0.350
Door
Back
(NW)
18.0
0.410
0.350
Door
Right
(NE)
18.0
0.410
0.350
Window
Right
(NE)
24.0
0.410
0.350
0.065 FRONT, LEFT, BACK
RIGHT
0.330 FRONT, BACK
0.025 ATTIC, VAULT
0.037 CRAWL
Over -
Interior
Exterior
hang/
Shading
Shading
Fins
Standard
Standard
None
Standard
Standard
Yes
Standard
Standard
Yes
Standard
Standard
None
Standard
Standard
Yes
Standard
Standard
="-Yes
Standa`r'd .
Standard
Yes
Standard
Standard
to
��'T'�}r &TY
None
Yes
Standard
Standa
es
��6 dI� a�����Yes
LD
Standa
tan a
Yes.
StandardAP..
�''a9E D
Yes
Standard
S915- nd
Yes
Standard
Standard'
Yes
5
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 2
CF -1R
Project Title.......... BAILEY RESIDENCE ,
Date..06/07/02
14:29:45
MICROPAS6 v6.01 File -BAILEY Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2214
FENESTRATION
Over -
Area U- Interior Exterior hang/
Orientation' (sf) Factor SHGC Shading Shading Fins
Skylight Horz 32.0 0.680 0.670 None None None
HVAC SYSTEMS
Equipment
Type.
Gas
ACSplit
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor. (gal) R -value
Storage Gas Standard 1 .62 40 R- n/a
REMARKS
Refrigerant
Tested
ACCA
Minimum
Charge and Duct
Duct
Duct
Manual
Thermostat
Efficiency
Airflow Location
R -value
Leakage
D
Type.
0.900 AFUE
n/a Attic
R-4.2
No
No
Setback
12.00 SEER
No Attic
R-4.2
No-
No
Setback
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor. (gal) R -value
Storage Gas Standard 1 .62 40 R- n/a
REMARKS
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 3
CF -1R
Project Title.......... BAILEY RESIDENCE
Date..06/07/02
14:29:45
MICROPAS6 v6.01 File -BAILEY Wth-CTZ11S92 Program -FORM CF -1R
User#-MP0666 User -Gary Hawkins Architect Run-PLAN.2214
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.... GARY HAWKINS
Company. GARY HAWKINS ARCHITECT
Address. 1370 RIDGEWOOD DRIVE
Chico, Ca. 95973
Phone... 530-892-2700
License. C-0 8 93
Signed.. `� Z-'
(date)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
(date)
DOCUMENTATION AUTHOR
Name.... GARY HAWKINS
Company. Gary Hawkins Architect
Address. 1370 Ridgewood Dr, Suite 10
Chico, CA 95973
Phone... 530-892-2700
Signed..
(date)
E
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R
Project Title.......... BAILEY RESIDENCE Date..06/07/02 14:29:45
Project Address........ 3800 ADELL LANE *******
Documentation Author...
Climate Zone. .........
Compliance Method......
PARADISE
GARY HAWKINS
Gary Hawkins Architect
1370 Ridgewood Dr, Suite
Chico, CA 95973
530-892-2700
11
MICROPAS6 v6.01 for 2001
*v6.01*
*******
10
Building Permit #
Plan Check /-Date
Field Check/ Date
Standards by Enercomp, Inc.
MICROPAS6 v6.01
File -BAILEY
Wth-CTZ11S92 Program -FORM
MF -1R
User#-MP0666
User -Gary
Hawkins Architect Run -PLAN
2214
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..
_4/
,—
*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.
_LL
116-17: Fenestration Products, Exterior Doors and Infiltration/
Exfi-ltration 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(g): 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
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
MANDATORY MEASURES
CHECKLIST: RESIDENTIAL
Page 2
MF -1R
Project Title.......... BAILEY RESIDENCE
Date..06/07/02
14:29:45
MICROPAS6 v6.01 File -BAILEY Wth-CTZ11S92 Program -FORM MF -1R
User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2214
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 V/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 servinV conditioned space have
either automatic or readily accessible, manually
operated dampers.
114: Pool and Spa Heating Systems and Equipment
i..System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
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
MANDATORY MEASURES
CHECKLIST.: RESIDENTIAL
Page 3
MF -1R
Project Title.......... BAILEY RESIDENCE
Date..06/07/02
14:29:45
MICROPAS6 v6.01,- File -BAILEY Wth-CTZ11S92 Program -FORM MF -1R
User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2214
pilot light (Exception: Non -electrical cooking appliances
with pilot < 150 Btu/hr) . ✓t
LIGHTING MEASURES
Design- Enforce-
er ment
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-wit.h 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 Seca 150(k)2.; and recessed ceiling fixtures
are IC (insulation cover) approved.
61
E
COMPUTER METHOD SUMMARY Page 1 C -2R
Project Title.......... BAILEY RESIDENCE Date..06/07/02 14:29:45
Prt Add 3800 ADE LANE
L *******
o�ec ress........ L
PARADISE *v6.01*
Documentation Author... GARY HAWKINS ******* Building Permit #
Gary Hawkins Architect
1370 Ridgewood Dr, Suite 10 Plan Check / Date
Chico, CA 95973
530-892-2700 Field Check/ Date
Climate Zone.. ...... 11
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File -BAILEY Wth-CTZ11S92 Program-FORMC-2R
User#-MP0666 User -Gary Hawkins Architect Run-PLAN.2214
MICROPAS6 ENERGY USE SUMMARY
Energy Use
(kBtu/sf-yr)
Space Heating..........
Space Cooling..........
Water Heating..........
Zone Type
HOUSE
Residence
Standard
Design
15.73
12.07
12.24
Proposed Compliance
Design Margin
13.40 2.33
16.04 -3.97
10.40 1.84
Total 40.04 39.84 0.20
*** Building complies with Computer Performance ***
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type ...........
Building Front Orientation.
Number of Dwelling Units...
Number of Building Stories.
Weather Data Type..........
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.....
2214 sf
Single Family Detached
New
Front Facing 145 deg (SE)
1
1
ReducedYear
Raised Floor
1
20661 cf
0 sf.
21.3 % of.floor area
0.43 Btu/hr-sf-F
0.37
9.3 ft
BUILDING ZONE INFORMATION
Floor # of / Vent Vent Air
Area Volume Dwell Cond- Thermostat Height Area Leakage
(sf) (cf) Units itioned Type (ft) (sf) Credit
2214 20661 1.00 Yes Setback 2.0 Standard No
COMPUTER METHOD SUMMARY Page 2 C -2R
Project Title.......... BAILEY RESIDENCE Date..06/07/02 14:29:45
MICROPAS6 v6.01
File -BAILEY
Wth-CTZ11S92 Program -FORM
C -2R
User#-MP0666
User -Gary
Hawkins Architect Run -PLAN
2214
OPAQUE SURFACES
Area U- Insul Act Solar Form 3 Location/
Surface (sf) factor R-val Azm Tilt Gains Reference Comments
HOUSE
1 Wall 517 0.065 17.8 145 90 Yes W.19.2X6.16 FRONT
2 Door 20 0.330 0 145 90 Yes None FRONT
3 Wall 373 0.065 17.8 235 90 Yes W.19.2X6.16 LEFT
4 Wall 512 0.065 17.8 325 90 Yes W.19.2X6.16 BACK
5 Door 13 0.330 0 325 90 Yes None BACK
6 Wall 417 0.065 17.8 55 90 Yes W.19.2X6.16 RIGHT
7 Roof 1447 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC
8 Roof 735 0.025 38 145 9 Yes R.38.2X4.24 VAULT
9 Floor. 2214 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL
FENESTRATION SURFACES
Area U- Act Exterior Shade Interior Shade
Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC
HOUSE
1 Window Front (SE) 24.0 0.410 0.350 145 90 Standard/0.76 Standard/0.68
2 Window Front (SE) 96.0 0.410 0.350 145 90 Standard/0.76 Standard/0.68
3 Window Front (SE) 9.0 0.410 0.350 145 90 Standard/0.76 Standard/0.68
4 Window Front (SE) 36.0 0.410 0.350 145 90 Standard/0.76 Standard/0.68
5 Door Left (SW) 40.0 0.410 0.350 235 90 Standard/0.76 Standard/0.68
6 Window Left (SW) 10.5 0.410 0.350 235 90 Standard/0.76 Standard/0.68
7 Window Left (SW) 36.0 0.410 0.350 235 90 Standard/0.76 Standard/0.68
8 Door Back (NW) 40.0 0.410 0.350 325 90 Standard/0.76 Standard/0.68
9 Window Back (NW) 24.0 0.410 0.350 325 90 Standard/0.76 Standard/0.68
10 Window Back (NW) 9.0 0.410 0.350 325 90 Standard/0.76. Standard/0.68
11 Door Back (NW) 40.0 0.410 0.350 325 90 Standard/0.76 Standard/0.68
12 Window Back (NW) 14.0 0.410 0.350 325 90 Standard/0.76 Standard/0.68
13 Door Back (NW) 18.0 0.410 0.350 325 90 Standard/0.76 Standard/0.68
14 Door Right (NE) 18.0 0.410 0.350 55 90 Standard/0.76 Standard/0.68
15 Window Right (NE) 24.0 0.410 0.350 55 90 Standard/0.76 Standard/0.68
16 Skylight Horz 32.0 0.680 0.670 145 0 None/1 None/1
OVERHANGS AND SIDE FINS
Window- Overhang Left Fin Right Fin -
Area Left Rght
Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght
HOUSE
2 Window 96.0 n/a 6 3 1 n/a n/a n/a n/a n/a n/a n/a n/a
3 Window 9.0 n/a 6 12 1 n/a n/a n/a n/a n/a n/a n/a n/a
5 Door 40.0 n/a 6.67 3 1 n/a n/a n/a n/a n/a n/a n/a n/a
6 Window 10.5 n/a 3.5 3 1 n/a n/a n/a n/a n/a n/a n/a n/a
7 Window 36.0 n/a 6 3 1 n/a n/a n/a n/a. n/a n/a n/a n/a
9 Window 24.0 n/a 6 3 1 n/a n/a n/a n/a n/a n/a n/a n/a
10 Window 9.0 n/a 6 11 1 n/a n/a. n/a n/a n/a n/a n/a n/a
11 Door 40.0 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a
12 Window 14.0 n/a 3.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a
13 Door. 18.0 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a
COMPUTER METHOD SUMMARY Page 3 C -2R
Project Title.......... BAILEY RESIDENCE Date..06/07/02 14:29:45
MICROPAS6 v6.01 File -BAILEY Wth-CTZ11S92 Program -FORM C -2R
User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2214
Surface
14 Door
15 Window
System
Type
HOUSE
Gas
ACSplit
Tank Type
1 Storage
a
OVERHANGS AND SIDE FINS
Window— Overhang Left Fin Right Fin—
Area Left Rght
(sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght
18.0 n/a 6.67 11 1 n/a n/a n/a n/a n/a n/a n/a n/a
24.0 n/a 6 10 1 n/a n/a n/a n/a. n/a n/a n/a n/a
HVAC SYSTEMS
Refrigerant Tested ACCA
Minimum Charge and Duct Duct Duct Manual Duct
Efficiency Airflow Location R -value Leakage D Eff
0.900 AFUE n/a Attic R-4.2 No
12.00 SEER, No Attic R-4.2 No
WATER HEATING SYSTEMS
Number Tank
in Energy Size
Heater Type Distribution Type System Factor (gal)
Gas Standard 1 .62 40
REMARKS
0
No .0.737
No 0.645
External
Insulation
R -value
R- n/a
E
HVAC SIZING Page 1 HVAC
Project Title.......... BAILEY RESIDENCE Date..06/07/02 14:29:45
Project Address 3800 ADELL LANE *******
PARADISE *v6.01*
Documentation Author:.. GARY HAWKINS ******* Building Permit #
Gary Hawkins Architect
1370 Ridgewood Dr, Suite 10 Plan Check / Date
Chico, CA 95973
530-892-2700 Field Check/ Date
Climate zone. ...... 11
Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc.
MICROPAS6 v6.01 File -BAILEY Wth-CTZ11S92 Program -HVAC SIZING
User#-MP0666 User -Gary Hawkins Architect Run -PLAN 2214
GENERAL INFORMATION
Floor Area ................. 2214 sf
Volume .. ..... ........ .. 20661 cf
Front Orientation... Front Facing 145 deg (SE)
Sizing Location...::....... PARADISE
Latitude .......... ........ 39.8 degrees
Winter Outside Design...... 30 F
Winter Inside Design......: 70 F
Summer Outside Design...... 99 F
Summer Inside Design....... 78 F
Summer Range. ... ..... 34 F
Interior Shading Used...... No
Exterior Shading Used...... No
Overhang Shading Used...... No
Latent Load Fraction....... 0.20
HEATING AND COOLING LOAD SUMMARY
Minimum Total Load 33482 37912
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 designer'.s..responsibility to consider all
factors when selecting the HVAC equipment.
Heating
Cooling
Description
(Btuh)
(Btuh)
Opaque Conduction and Solar......
10624
4702
Glazing Conduction ...............
8062
4232
Glazing Solar ....................
n/a
14141
Infiltration .....................
11752
3546
Internal Gain ....................
n/a
2100
Ducts....... ...................
3044
2872
Sensible Load ....................
33482
31593'
Latent Load ......................
n/a
6319
Minimum Total Load 33482 37912
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 designer'.s..responsibility to consider all
factors when selecting the HVAC equipment.
12,0
6/6/1 z
''STRUCTURAL. -
CA CULATIO
TRUCTURAL.CALCULATIONS
Frank M. Glazewski
architect
Structural designer
Chico, California 95973
Tel (530) 343-4630
Fax (530) 894-8164
General data ' s
,k:Viav
TAM .'la y
Wind loading;
Basic wind speedmph
` q
7ffij
ExposureIgoB.
Design method Normal forcen�etho'd"
Structure category Enclosed •
Seismic;
Seismic zone
Gravity loading; .
Assembly; Applicable DL LL Reducible LL?
Sloped roof - less than 4:12
W,, - oM g0 013,1 OW %,11 Nbj
Sloped roof - greater than 4:12
h� �1 Yes; ;1 00;14 ,00;16,No'
Upper floorNoQt0,10
OOa4`0No
Lower floor
r I`lo'�� � �� BMW a `� �
� a� �a0 0�1;Q:,, ��0 44}�. �h�Nq
Slab on grade
Page 1
Soii
ANSoiltlata�=�3 ! �� 4�400-1,11"
r� '
Az; , N. , .
Soil classification: r4 Reference table 18-1-A 1997 UBC
Soil weight: f;0 5110'y kcf
Input data for user defined
classification
Allowable bearing pressure2(Q
ksf
Max. allowable pressure
O:O_
ksf
Increase for depth
ksf/ft depth
Increase for width
ROOM' ��
�ifl);�Q�O,d
ksf/ft width
Friction coeficient
OO,LQ
Lateral bearing (passive)
00;0`
ksf/ft. of depth below grade
Increase for wind/seismic
OOAO`b
C'+w ft N^`
Include footing weight when calculating soil pressure ?� es01
Soil data used for design
Allowable bearing pressure
1.500 ksf
Max. allowable pressure
0.000 ksf
Increase for depth
0.300 ksf/ft depth
Increase for width
0.300 ksf/ft width
Friction coefficient
0.250
Lateral bearing (passive)
0.150 ksf/ft. of depth below grade
Increase for wind/seismic
1.330
Resistance
0.000 ksf
Page 1
Load duration factor 125# Unless noted, 2x and 4x members are DF#2.6x members are DF#1
Member size Mcap
Vcap
I(in^4)
2x4 0.419
0.416
5.360
"2x6
.�..�.
0:654
20.780
2x8 1.438
0.861
47.640
�2x10 2:145'
1#099 ' �98:930'
2x12 2.884
1.336
177.980
2x14 3.600
1..574
90+775
4x4 0.978
0.970
12.510
4�6! 2„09
1.5i
8;530
48 3.633
2.009
111.150
4x1�02�5 459i
2`563 230.840
412 7.403
3.118
415.280
_
4� rt 9`
3
678 4'70
6x6 3.900
2.143
76.260
6 8 6 76
2!825
�7 660-
6x10 11.030
3.604
362.750
`''6x12 '� ,�6�3s15
4,.383
652.590
6x14 22.259
5.163
1066.180
5'0.5 8
301. r0
3.125x12 18.750
5.156
450.000
'3h:�I 3 5 23:423
s 5 $U;1
640.7f2
3.125x15 28.580
6.445
878.910
^5,c"165 34121;6
7,090
1169.820
3.125x18 40.329
7.735
1518.750
� 25 1. ' 3
7 39
494 40
5.125x12 30.750 8.456 738.000
;5125 13� "�38 4 3. 9.5:14 050:790
5.125x15 46.870
10.570
1441.410
�512�,, 55 5„.6.115
628
918510
5.125x18 66.140
12.685
2490.750
L G.�.� I A,„� t,�., s �s
I
-i,
Wln .. esign Ya ues Ur7iTf N ilding Code T- bJe .,6.
1.10 ..
0.0108
0.0117
Exposure;
B
Inward
Outward
Enclosed and unenclosed structures;
=12
0.0108
0.0117
0.0125
Importance ortance factor;
0.0146
Inward
Partially enclosed structures;
1►60
0.0144
0.0155
0.0167
Basic wind speed;
75.00 mph
qs
Parapet walls;
psf
0.0117
0.0126.
0.0136
Roof pitch;
56w` in 12
angle
22.62
degrees
0.0223
0.0240
PRIMARY FRAMES
AND SYSTEMS
Upward
Enclosed and unenclosed structures;
H�30.0207
0.0234
0.0253
0.0271
0.0287
0.0317
Outward
Slope < 7:12;
0.0117
0.0126
Direction
0.0143
Ht. <0'-15'> <205 <255 <305 <405
Outward
Slope 7:12 to 12:12;
Ce
0.62
0.67
0.72
0.76
0.84
Oufrn
WALLS
WGt'.;y
values
Partially enclosed structures;
Windward walls;
X 0 F�0
0.0072
0.0078
0.0084
0.0088
0.0097
Inward
Leeward walls;
l)
0.0045
0.0049
0.0052
0.0055
0.0061
Outward
Total wall;,.
0.0144
0.0117
0.0126
0.0136
0.0143
0.0158
Slope 2:12 to 7:12;
ROOF
0.0072
0.0078
0.0084
0.0088
0.0097
Inward
Slope > 7:12 to 12:12;
Wind perpendicular to ridge:
0.0153
0.0165
0.0177
0.0187
0.0207
Out/in
Slope >12:12;
Leeward or flat roof;
0
0.0063
0.0068
0.0073
0.0077
0.0085
Outward
Windward roof:
Slope 2:12 to less than 9:12
0 9
0.0081
0.0087
0.0094
0.0099
0.0110
Outward
Slope 2:12 to less than 9:12
0.30
0.0027
0.0027
0.0031
0.0033
0.0037
Inward
Roof total;
0.0090
0.0095
0.0104
0.0110
0.0122
Wind parallel to ridge and flat roofs s, VLZ�
0.0063
0.0068
0.0073
0.0077
0.0085
Outward
ELEMENTS AND COMPONENTS (Not in areas of discontinuity)
WALL ELEMENTS
All structures;
1.10 ..
0.0108
0.0117
0.0125
0.0132
0.0146
0.0146
Inward
Outward
Enclosed and unenclosed structures;
=12
0.0108
0.0117
0.0125
0.0132
0.0146
Inward
Partially enclosed structures;
1►60
0.0144
0.0155
0.0167
0.0176
0.0195
Outward
Parapet walls;
0.
0.0117
0.0126.
0.0136
0.0143
0.0158
Outfin
ROOF
0.0223
0.0240
0.0253
0.0280
Upward
Enclosed and unenclosed structures;
H�30.0207
0.0234
0.0253
0.0271
0.0287
0.0317
Outward
Slope < 7:12;
0.0117
0.0126
0.0136
0.0143
0.0158
Outward
Slope 7:12 to 12:12;
U.O'
0.0117
0.0126
0.0136
0.0143
0.0158
Oufrn
Slope >12:12;
Use wall
values
Partially enclosed structures;
ridges, and canopies.
X80
0.0252
0.0272
0.0292
0.0309
0.0341
Slope < 2:12;
0.0153
0.0165
0.0177
0.0187
0.0207
Outward
Slope 2:12 to 7:12;
0.0144
0.0155
0.0167
0.0176
0.0195
Outward
Slope 2:12 to 7:12;
1.01
0.0072
0.0078
0.0084
0.0088
0.0097
Inward
Slope > 7:12 to 12:12;
0.0153
0.0165
0.0177
0.0187
0.0207
Out/in
Slope >12:12;
Use wall
values
ELEMENTS AND COMPONENTS (In areas of discontinuities)
Wall comers;
44,60
0.0135
0.0146
0.0157
0.0165
0.0183
Outward
;20
0.0108
0.0117
0.0125
0.0132
0.0146
Inward
Roof eaves, rakes or ridges without
overhangs
Slope < 2:12
0.0223
0.0240
0.0253
0.0280
Upward
Slope 2:12 to 7:12
H�30.0207
0.0234
0.0253
0.0271
0.0287
0.0317
Outward
Slope > 7:12 to 12:12
0.0144
0.0155
0.0167
0.0176
0.0195
Outward
For slopes less than 2:12
Overhangs at roof eaves, rakes or
ridges, and canopies.
X80
0.0252
0.0272
0.0292
0.0309
0.0341
Upward
Static lateral force procedure per UBC 1630:
Seismic zone
3 Z = 0.300 c
Importance factor
System description: (Table 16-N)
1a. Wood structural panel walls...
R
5.500 Numerical coefficient
f2o
2.800 Seismic force overstrength factor
h,OOQ
feet
Input C, from table 16-R:
Input Nv from table 16-V:
Cv
; .s NvQQ
Input Ca from table 16-Q:
Ca03G
Calculate numerical coefficient CT:
Building frame system: i Wood framed and all other buildings CT 0.020
For all structures, the value T may be approximated from the following formula:
T = CT (hn)314
0.19 sec. (30-8)
The total design base shear shall be determined per UBC 1630.2:
V=[(Cv*I)/(R*T))xW=
0.52 W (30-4)
The total design base shear need not exceed the following:
V=(2.5*Ca*I)/R x W =
0.164 W (30-5)
The total design base. shear shall not
be less than the following:
V=0.11 * Ca * I x W . =
0.040 W (30-6)
For seismic zone 4, the total base shear shall also be not less than the following:
V=(0.8xZxNvxl)/R (W)= 0.044 W
F =. 0.164 W Design factor for structure
(a.p L, s) sv-itW,
�AST�weSj';
b� /NSPQ(i�tg►^� SeISN^rC
. Qv Q• S.S� ,
61 co N �vi b wL V)y bQ'S
WW W
uj 11J Lu
.r r T
N C 0
ocOCT G l7 1=
inoo
- N
rCVSISI 2S ry •S
T T T
^JCV CV
C\ N CV
r
F)Z(.o14+•010).16{' •32LkP/ '
w3=
(9)(01+1OJg) + .Zs(3),014],(6y= ,�2k
S)ggK
fZo
bq"
r
t
r- C4 "
(Ij C"
c1l: C.) (11
� D,; 1, t �I—
a
Mark Description
1 318" cdx plywood with 8d nails at 6", 12" o.c.
2 318" cdx plywood with 8d nails at 4",12" o.c. I
3 318" cdx plywood with 8d nails at 3",12" o.c. 1
���t►iiiil_•; `:a�.= ai�I� Ri�N�I
-&-4Q2-c 4", n
112 n-ith n n
A518" T 1-11 plyvueed nailed with 8d nails at 6",12" o.c.
,Ozir ell�cl ie y
518"44-9-p4weed nailed with 8d nails at 4",12" o.c.
9 518" T-1-11 plywood nailed -with 8d"nails at 3",12" o.c.-
A' 4W 1/2" gypsum board nailed with 5d nails at 7" o.c. max.
Coir mons -
Bo RA.- is ?
W;HF��SHF
R.F
0.213
0.260
0.164
0.200
0.312
0.380
0.240
0.293
0.402
0.490
0.309
0.377
0.254
0.310
0.196
0.239
0.212
0.460
0.163
0.354
0.360
0.600
0.277
0.462
0.131
0.160
0.101
0.123
0.197
0.240
0.152
0.185
0.254
0.310
0.196
0.239
Footnotes:
1 Foundation sill plates and all framing receiving edge
nailing from abutting panels shall not be less than a single
3 -inch nominal member. In shear walls where the total wall
design shear does not exceed 600plf, a single 2 -inch nominal
sill plate may be used, provided anchor bolts are designed for
a load capacity of 50 percent or less of the allowable capacity
and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate
washers. Plywood joint and sill plate nailing shall be staggered
in all cases.
u
Wall line analysis
Date 5/21/02
Shearwall Summary
Description; jWardBaileyj;.: w..,.. , n <'. rU.� •:• �';. 4Y
Level; Main � ' Line; F -D• -`Gar;: P lateral 1.890 kips
Total wall length; 12.000 feet Wall framing species; HF
Shearwall;
Side 1;
Side 2;
Desrrintinn-
5/8" panel siding nailed with 8d nails at 4", 12" o.c.
None
Mark v cap
8 0.197 kips/ft
13 0.000 kips/ft
Shearwall v; 0.158 kips/ft Okl v allow; 0.197 kips/ft
If user -defined SW used;
kips/ft allow '-HOF."
Sill nailing; ❑ Applicable?
0.134 = 0.851 feet 16d sinker good for 0.134 kips/each
0.158 :16d najls at .16 lnches`o c. at SW -
Anchor bolts; 0 Applicable?
Design v 0.158 kips/ft [:13 x Sill plate? ❑ Double anchor bolts?
0.730 = 4.635 feet ((.
0.158. 112" dia. good for s� 0.730 kips/each
G112" dla' at "'� 5Inches o c max ,,.
!!,•..•s,.. r_,�.. a.., w.. Fi`L1.F}�!:.aw,7L�'1Wr...� +.Kr. -N
Applicable?
Connector A35 0.450 kips/each
Length of attachment; K,, `4,21.00, -1;5z - feet
Design v; 0.082 . kips/ft
+Connectors ;' 4 R` ';Tfinch
7,!x
es
om.
Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable?
v 0.158 kips/ft A35:at ,, r,0 inches o.c.•max.
1
Page 1
(3
'Line geometry
Date 5121102
Shearwall summary Line geometry and collector forces
Ward Bailey
Level Main Line D - Gar
V1 v, V2 v2 V3 v3 V4 v4
Segment Desc Wall I Opening [`-1.89;!j 0.08 1,; y `'' _I I' Force
4.75 0 4.75
6.00 .w' 6.00 y _; r . -0.395
6.00 ,- o - 6.00 . Y �' , , ' , 0.052
n -0.447
600 ' Fw ;` 6.00
7 y Y
{' t + J. F -..S= h':ii > �y J-.t� ,_ ,{-a✓,.^ rr,,.k, r11 -ti 0.000
•� `t i 'n'- dr.,.} . E�i,�,"' '�'F'ri� �r.S,1�0.- is+� { �yY
0.000
0.000
�{`, 0.000
yf} y ;� E:t. f n h rr, ;,,�,?.► , FF ��. 0.000
w 0.000
fes rr: .i �•y+ 't � yrta i� .`! f+f ^•� s
ti r 0.000
': sµ:i. t r,' .•r ,r 'rt :i 0.000
., • � ,�.. t . Y �. _ , 0.000
t i1 } t • t 0.000
0.000 't - •, J ter 7:. 11T1 ISlZ �,� �'. � � �.v
0.000
0.000
0.000
0.000
} t i 0.000
0.000
J} 1 w 4y'A T{' L • f t
.
V. F, o f ,�. , 0.000
Y t t� A +'F ,'i FV b 'I �4' t J
, r r 0.000
0.000
0.000
0.000
Total lengths 12.00 10.75
Maximum collector force; 0.447 kips
16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used
Page 1
Wall stability
Level Main Line D - Gar
Assembly dead loads;
Roof; 0.014 ksf .
Floor; 0:011 ksf
Wall; 0.010. ksf
Shearwall Dead load trib. Lengths
Stability details
v 0.158 kips/ft
Design controlled by;
Wind
Dead load reduction factor;
0.667
Date 5121102
�
r-.
�_
—
y-
n
'
� '
� N
0 n
`2 N
fC
Holdown
t
=
?>
O
O
L.L
3 Y
v
=
O v
J
O N
�
O
F-- v
O D
m
O
N
6.00 10.00 10.00
0.100 9.5 1.2
5.50
1.57
1.57
LTT20B12-2x
Page 1
IS
Wall line analysis
Date 5/21/02
Shearwall Summary
Description; lWard Bailey
Level; Main —� Line; A+C, P lateral 3.890 kips
Total wall length; 20.750 feet Wall framing species; HF
Shearwall;.
Description; Mark v cap
Side 1; 5/8" panel siding nailed with 8d nails at 4", 12" o.c. 8 0.197 kips/ft
Side 2; None v 13 0.000 kips/ft
Shearwall v; 0.187 kips/ft Oki v allow; 0.197 kips/ft
If user -defined SW used;
Description; v allow 0:000 kips/ft
Sill nailing; ❑ Applicable?
0.134 =
0.715 feet
16d sinker good for 0.134 kips/each
0.187
16d pails.at ', 16 ...::.inches o.c.;at SW..
Anchor bolts;
❑✓ Applicable?
Design v
0.187 kips/ft
❑ 3 x Sill plate? ❑ Double anchor bolts?
0.730 =
3.894 feet
`� Z
0.187
112" dia. good for 0.730 kips/each
'o.c max
Blocking/top plate; Applicable?
Connector A35 • 0.450 kips/each
Length of attachment; 59.00 ifeet
Design v; 0.066 kips/ft
,Connectors `° 48 Inches o c,max
Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable?
v 0.187 kips/ft A35 at ::. -,0 inches o.c. max:
Page 1
a
Line geometry
Date 5/21/02
Shearwall summary Line geometry and collector forces
Ward Bailey
Level Main Line A+C
V1 V, V2 V2 V3, V3 V4 V4
� 0,4 "� I I "�
1, SeqmehUl 4i,'Desv-ikI Wall I Openin !,3."89.,1 0.05 1 Force
_q I
5.75 w 5.75 Y+'
6.00 0 6.00 y- 0.450 0.770
5.75 o 5.75
TStiL
5.50 w 5.50 t Y'0.879
0.142
8.00: 8.00
'550 �y
.w 5.50 0.451
6.00 '0 6.00 1.188
4.75 0 4.75 -y 0.868
&W p 0 0.614
' 8.00
4.00-,° 4.00 Y
L 0.186
uAJ'n'`
8.00- 0 8.00
0.722 titi
t -
-4
Y�
5.50 0.
5 0 294—'
riW SCJ
0.000
0.000
0.000
'?k 0.000
A
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Rit,
0.000
0.000
Total lengths 20.75 52.00
Maximum collector force; 1.188 kips
16d nail good for; 0.115 kips/each Splice; 10 16d nails, where used
Page 1
Wall stability
Level Main Line, A+C
Assembly dead loads;
Roof; 0:014: ksf
Floor; ;,0:011:° ksf
Wall; f 0:010 R ksf
Stability details
v 0.187 kips/ft
Design controlled by;
Seismic
Dead load reduction factor;
0.900
Date 5/21/02
Shearwall
Dead load trib. Lengths
� d
Q0i
G
o
y
,
L
oo
G
�
a
HoldownS
5.75 9.00 "9.00 :'4.00 " J'
0.146 9.7 2.2
5.25 ,:
1.48
1.48
LTT206/2-2x6
5.50 9.00 9.00 18:00
0.342 9.28 4.66
.5.00
1.02
1.02
LTT20B/2-2x6
4.00 9.00 9.00 18.00
0.342 6.75 2.46
3.50
1.30
1.30
LTT20B/2-2x6
Page 1
H
Wall line analysis
Shearwall Summary
Date 5121/02
Description; WardBailey
Level; Main". Line; P lateral 3.810 kips
Total wall length; 14.500 feet Wall framing species; I DFL lyl
Shearwall;
Description; Mark v cap
Side 1;15/8" T-1-11 panel siding with 8d nails at 3", 12" o.c. 9 0.310 kips/ft
Side 2; 1 None 13 0.000 kips/ft
Shearwall v; 0.263 kips/ft OkI
If user -defined SW used;
Description; v allow
Sill nailing; ❑ Applicable?
v allow; 0.310 kips/ft
kips/ft
0.154 = 0.586 feet 16d sinker good for 0.154 kips/each
qs:o�!C� It S
--L' -4.1p; :inch
0.263
��*,; _ — 4 - - ;" ;#
Anchor bolts; 0 Applicable?
Design v 0.263 kips/ft El 3 x Sill plate? F-1 Double anchor bolts?
0.820 = 3.121 feet .1
0.263 1/2" diagood for 0.820 kips/each
x& *—NR" r�-O
Blocking/top plate; Applicable?
Connector A35 0.450 kips/each
Length of attachment;1`,-"�`--A&00 -,' feet
Design v; 0.083 kips/ft
t n h a
x.
Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable?
v 0.263 kips/ft
_,,,',inches o.c.max:
Page 1
II
Line geometry
Date 5/21/02
Shearwall summary Line geometry and collector forces
Ward Bailey
Level Main Line D
V1. V, V2 V2 V3 V3 V4 V4
Segment Desc:- Wall Opening 1`3:81] 0.05 Force
17.50 0 17.50 y
3.00 w 3.00 y -0.933
416 00 0
1600 -0.304
-6.00.
6.00 -1.157
,2.50., 2 ' -1.476
50 y
Y:
6.00 6 7' 6.00 -1.610 —01"
4.75 w 4.75 -1.929
4.00 0 4.00 ly, -0.934
4:00 w 4.00-1.148
5.00 =Y y
-0.310
"N'
t Fn t.14, -0.576
2. 75 ,� 2.75
0.000
0.000
0.060
0
0.000
0.000
0.000
0.000
0.000
`4
0.000
"Zo
0.000
0.000
0.000
0.000
0.000
Total lengths 14.50 57.00
Maximum collector force; 1.929 kips
16d nail good for, 0.132 kips/each Splice; 15 16d nails, where used
Page 1
N
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N N N N
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