HomeMy WebLinkAbout017-300-004o
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_�f��(I" a N
ROBERTS, Ken qY-is9b I
/ro � 3T§ EAGLES NEST DR. CHICO �.
CONT:KENNY ROBERTS
S/F 4 BEDROOM ATCHED GARAG 74l
n nQ ��i�j
011-680-004
01-15.16
BENNETT, PETER �r-
116 EAGLENEST DR. CHICO I
CONT: ROBERT HILL
NEW POOL
i0
t
_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT-���/-���2
ASSESSOR PARCEL NUMBER
011-680-004
ZONING
R 1
BUILDING PERMIT
OWNER
BENNErT PETER
TELEPHONE
92-1771
SO. FT. OCC. BUILDING VALUATION
CONT 22800.00
. OWNERS MAILING ADDRESS
116 FAGU NEST DR. CHICO, CA
CONTRACTOR'S NAME
ROBERT HILL
TELEPHONE
891_4280
CONTRACTOR'S MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $ 22 800.00
ARCHITECT OR ENGINEER
CALVIN BACHMAN
LICENSE NO.
16303
Filing Fee $ 20.00
Permit Fee $ 234.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Pian Checking Fee $ 46-00
V
fJIGN�fttS NEST DR. CHICO, CA 95928
Energy Plan Checking Fee $
$
PERMIT FEE $ 300.00
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
❑X Duplex ❑ Mobilehome ❑ Other POOL
SPECIFY
Each Trap7.00
Solar or heat um water heater 23.00
Water piping 15.00 15.00
Each gas water heater or vent 15.00
TYPE OF WORK
Ne - &Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑
Describe Work: NEW POOL W/ FREE.:.'.. STANDING WALL
MASTER POOL 506-97 W/6' STANDING WALL
Gas piping system 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home I s I G I W Ca20.00
PERMIT FEE $ .
ELECTRICAL PERMIT Fling Fee 20.00
600VMain Service p A OR LESS 23.00
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class -LS Lic. No. � %? L0`)
OWNER -BUILDER DECLARATION
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
Main Service TO 46.00so
CCU000A
NEW CONST. DWEWNX3 OCCUP. SO
OR ADONS. ( DW:
W: 3.50FT.
ACC. S.
NotRES NST'.Mulrl-ou QUTITS t?G 7.50
POWER APPARATUS
a SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR FIXTURES 209'•00
84L 9 .SO
Ex. Occup. OUT�rs R D,o� 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
POOL ELEC 1 30:00
PERMIT FEE $ 50.00
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
0/1 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' compen �tionn insurance carrier and policy number are:
Carrier g6 Ttip.
Policy Number "3 Z-4-4-3 2
(The above sections need not be completed if the permit Is for work of a valuation
of one hundred dollars ($100) or less.)
1 certify that in the performance of the work for which this permit is issued, I shall
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
10 ith comply w• those provisions.
X Date 1 6
Signaturb of Applicant - ❑ Owner ❑ 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 Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEI= $
Mobile Home Installation Fee Is
Energy Inspection Fee $
occ
CONSATYPE❑
TOTAL FEE $ 3 5.0not
HAZ. IMP FLOOD
C
P EL
HD S
This permit is hereby Issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which ees have been paid.
B Date
PERMIT EXPIRES ON ?��s
ate
Receipt No. " r ov
WHITE-D.D.S.-B.D. CAN RY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 ERMIT No.
(Rev. 12/9f APPLICATION AND PERMIT U /'/S/�o
AS BE$SOR PARCEL NUMEIER ZONING
BUILDING PERMIT
OWNER TELEPHONE
�io N�c)� SO. FT. OCC. BUILDING VALUATION
07 L G SS /n/ �D
CONr '8 NAME < < l- 9s9 -
ii t TEIEPt(ON�
1077`1
OMq� 7 MAIUNO oREBe � 959 3
h
CONSTRUCTION
(ENDER
LENDER'S MAILING ADDRESS
Fireplace
ARCHITECT OR ENGINEER LICENSE NO.
�' Vr.L/ 4
Total Valuation b
G /Hi1Gt�/3
&30Permit
Filing Fee
E 20.00
ARCHrrECT ON ENGNg MA
EFAl1No ADDRESS
Fee
SUMNG ADDRESS
Plan Checking Fee
Energy Plan Checking Fee
E
S
LOT NO. aueorv6aN8 NAME PARCEL MAP
PERMIT FEE
_ 0-6
PLUMBING PERMIT
Fling Fee 20.00
US STRUCTURE
Each Trap
7.00
O
SF O Duplex Mobllehome Other esJ rA4 'r Q C) O C
Solar or heat um water heater
23.00
aPEcsv
Wateri in
15.00 /u�
TYPE OF WORK
Each gas water heater or vent
15.00
New Addition ❑ Remodel O Utilities ❑ installation ❑ Other ❑
Gas lin stem 1 - 5 outlets
15.00
11�
Describe Work: /`!'/��.,j % '!
Buildin sewer
15.00
6�� .— /
Mobile Home S G W
@20.00
4/
PERMIT FEE
$ o -o
ELECTRICAL PERMIT
Flln Fee 20.00
--""—"'--- --
Main Service 22000AVoaL�Ess
23.00
Main Service 200A TO 1000A
48.00
NEW EONST OCCUP.
OR ADDNS. a ACC. BLDS.NEW
NON•RESID MULTI.OUTLET
SR
@7.50
POWER APPARATUS
& SING IE OUTLET CR.
•
Ex. OCCU OUTLET OR FDRURES
®1
lTLETS
D'��• OR
RESID. EA
i
i
e
=Ex.O
ities
-� LPERMIT
�
FEE
—o
$9
*PERMIT FEE PAID � � �
MECHANICAL PERMIT
20.00
SRA - -
Heating
Coolin
SHERIFF
Hood
8.50
OTHER
Ventilation
PERMIT FEIE
$
Mobile Home Installation Fee
S
----
Energy Inspection Fee
S
a- IEOC
�NaT.,r�TOTAL FEE $��• �-oAMOUNT
\(j/�
RECEIVED �
/U�v�•
D. FEES IMP FLOOD CDF
PMCEL Pp 11D ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutlons to do work
"RECEIPTNVMBER "1 �. L.�
L 1
Indicated above for which fees have been paid.
* TO k PVT INTO COMPUTERBy
0
Date
PERMIT EXPIRES ON
COUNTY QF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION,-
7
IVISION,„.7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER: //- 4, ^
Proposed Building Use: /&LOu.1 oD Building Inspector: Date:
At ' e of permit application, was advised the following data must be submitted prior to permit processing and/or issuance:
At
Received By
1. All iiems have been submitted.-------------------------------------------------------------------------------------
112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------
03. 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.--------
115.
-------
❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
06. Energy Design Compliance and supporting documentation. ----------------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------
❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------
❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications -------------------
El10. Fees of $ -------------------------------------------------------------------------------------
❑ 11. Impact fees as shown on the attached schedule. -----------------------------------------------------------------
❑ 12. California Department of Forestry plan approval/fees. ---------------------------------------------------------
1113.
--------------------------------------------------------
❑13. Flood elevation certificate.----------------------------------------------------------------------------------------
❑ 14. Sanitation and plot plan approval Health Department.
1115. City of Chico plumbing permit. ---------------------------------------
❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------
017. Planning approval for (A) Use: (B) Parking: -
O 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.
❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy).
020. Pre -inspection Pre -inspection for
required. Request to Building Inspector on
021. Contractor's license information. (Number, Name Style, Classification).
El 22. Workers' Compensation carrier and policy number. -----------------------
❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).
1124.
.❑24. Letter of signature authorization. --------------------------------------------
025. Recorded copy of Agricultural Acknowledgment Statement. -------------
❑26. Letter of intent on building use. -----------------------------------------------------------------------------------
❑27. Manufactured Home utility clearance. -----------------------------------------------------------------------
❑ 28. Existing violations and/or expired permits. -------------------------------------------------- / -------------
1129. 11433.A, ❑Grant Deedf- ❑ M.H. Title, ❑ Check to H.C.D $
030. Other:
(Date)
;6n you issue e t r cess as follows ❑ Mail to owner, ❑Mail to co tractor.
Telepho-.y and hold for pickup at el v � "� office. ❑ eliver with inspector.
Applicant: b, 44 Date: (411 o
Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Air Pollution Date: By:
Copy of plans sent ❑ Health Department, o Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, o Building Divisio counter, by Daie:
Contractor, designer, owner, was advised of the above required data by o phone, o mail, ❑ Buildin i ' 'on counter, by D t'.'
Plans reviewed by: Date: Plans approved by: Date: ..)
Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 9%, �.
Yellow Copy - Department of Development Services, Building Division.
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
Not Pion Art hod
Floor Plan Atte ed o
Sin to 8.0.
1� 6 Qf u� I f Q - ffd4t. ,�%. C�' ft -660-004
Owner Location AP#
Plan Approved for: Sewage Disposal � Water Supply: Public Private Well
Clearance for—xhveffin . Oth �twk- acm aAn /4
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist Date
8/96
.� 011-680-004 #98-1596
RESIDENTIAL t ROURTS,KEN.
J 116 EAGLES NEST DR. CHICO
� NEW S/F
t i
•:PERMIT NO.
A
PERMIT EXPIRES
!OWNER
CONTR.
,v
ASSESSOR PARCEL
,aLOCATION tlt (
4
C4P
1.
='z�--y- .vv7-
4
CHECKED
SRA BY
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
t VERIFY
r,
Temp. Power Pole
Called PG&E
Temp. Elec. Service
Called PG&E
Temp. Gas Service
��i
Called PG!
JOB FINALED
a
Signature
V=OK ,
O=Not OK +•
NotReady MOBILE HOMES MISCELLANEOUS -
Date MOBILE HOME UTILITIES (Plans) OK except#'s - Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks - Easements 1. Zoning Requirements-Setbacks.Easements )
2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel
3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists-Decking-BracingStaiis-Rails
4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors
5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete Shthg.-Rfg.-Bracing
6. Gas; Location-TestANrap; / tUtt 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Enclosures
/ /Nat. or/ / L ft./ /LPG 6. Carports; Windows -Doors
7. Well Clearance & Disconnect
8. Utility Clearance
Date Card B-1 Date Card B-1-'
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK.except #'s
1. Zoning Requirements -Setbacks Easements,
2. Footings; SizeSpacing-Marriage Line
3. Gas; MH Test-DemandValxeconnector r
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert of Occupancy
12. Permanent Foundation Only: License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
7. Electric
8. Frrng.; Sils-AiichorsStuds-Rttrs-Tnisses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps-Doors-Landinga
12. Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pod Structure; Steel -Connections -Thickness
Dead Men -lining
4;
4. Elec.;.Receptades iind Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
J.-Elec.; Bonding; Metal w/9-Circutating Equip. -Heater '
8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pod Lghtg.
Boxes-Endosures-Panelboards4ns. 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
U
✓ = OK
O = Not OK
- = Not Applicable
= Not Ready
Date /
RESIDENTIAL (Single & Duplex)
,Z. Ftg., Main; Soils-Elec. GmtV-/,jV Ftg. Depth
F . Garage; Soils-Steel-Elec. Gmd/ /` Ftg. Depth
'Por es & Decks; Soils -Steel-/ /Fig. Depth
5. ails, Main;Steel-Blockouts- Wrapped
6 mwalls, Garage; Steel-Blockouts- Wrapped
Hold Downs and Special Anchors
8. 1 rs-Fireplace Ftg.-Steel
W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Gas Pipe; Size Anchors - Yard Gas g; Size Test
Water Pipe; Test-Anchors-RegulatorService Test 7V Y
1 . Electric Underground
13. tonums & Ducts; Clearance -Material -Support -Ins.
1!!. �Pirders-Sills-Anchor BoltsJoists Vents-Crippies
1 Access & Ventilation
16.' Insulation
Date Card B-1 Date Card B-1
Date L t; —J Card B-1 SES Date Card B-1
Date -J)tUMBING (Permit) OK except #'s
117!Wat2tr.; Vent -Access -Combustion Air Baffle
ater Pipe; Test & Anchor -Nail Protection
19 D .; Test Fittings & Anchor -Nail Protection o
Shower Pan; Test, First Floor -Tub Access
. est Tub ower, Second Floor -Tub Access
as Pipe; Sae & Anchors
Date t t -Z! - Card B-1 P�� Date Card B-1
Date Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #s
�Fuxture & Transformer Clearance -Ins. Protection
e`c Beceptacles Spacing -Lights & Switches at Doors
2
. ¢e Bo es & No. of Conductors Stapled
2
. omex 1 stalled Close to Edge of Studs & C.J.
72V
Egip. Ground made up w/Mech Fastners-Bond Gas & Water
2 Appliance Circuts in Kitchen & Conductor Size GFI
--29, SgVeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al
*"Range Circ. / / ga u r AI -Oven Circ. / g C or AI
Insul eutral 0 Yes 0 No
3
ervi iser Conductors & Ground -Main Disconect
3
qyj . earances Panels-Motors-Mech. Epuip.
�10 Light -Shower Light -Spa Light
moke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 I Date Card B-1
Date _)MECHANICAL (Permit) OK except #'s
36—A.C. Ducts Insulation & Support
V,,fent'Fan, Exhaust above insulation
37. Condensate Drain & Overflow, Size & Grade
98-Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet
39. Attic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Plans) OK except #'s
Sits Proper Materials & Anchors
t,.VftlrsStuds-Nailing Spacing & Braces -Plates -Sound
41:18 ' Walls over Girders & Floor Nailing
'Stop in Walls (rat proof)
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
Z;K.7ders & Beams -Size & Bearing
Date FRAMING (Continued)
46. angers -Post Caps -Anchors -Connectors
47. Cling. Joist-Rftr. Ties-Purlin-roff Brac. russ ting. -Ring.
(457 Fireplace Ties or Type A Flue -Fireplace Throat clearance
49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
E0,4drrn,.Windows or Exiting Doorsill Hgt. $ Dimensions
54e-155'rage Fire Protection Framing J
-60- Property Line Firewall & Openings
%_ar'Doors-One 3 -Check Garage 3rd Story, 2 Exits
. Stairs; Width -Headroom -Rise -Run- Landing -Fire Protection
on Roof Overhang -Attic Vents Raker Outriggers
56. Siding -Nailing Veneer
Stucco Mesh -Drip Scr -Fd. Vents-Underflr. Access
Glazing Area-Glas rotection-Skylights-Plastic
Sh r Walls; King -Bolts
- 60. !L6ce Int r / Exterior Wall Panels
1 Insulation-VJalls-Cedmgs
62. Infiltration-WallsAMindows
Date /I.? -Gt B Card B-1 /Date Card B-1
Date Card B-1 Date Card B-1
Date FINAL (Plans) OK except #'s _
t Ste oor & Sidelight Protection -Landings
I aK Wbke Detector
Furnace; Vents -Clearance -Comb, Air-Conector-
I arage; Above Floor-Ducts-Mech. Protection
B room Exiting
6 . GSE 1. & Bath Fixtures & Tub Access -Spa
6V' . Trim & Subpanet, Breaker Sizes & Labels
irs & Rails
F place or Stove, Clearance -Hearth
7 . Fdc. Outlets at Wood Panel, Int. & Ext.
7z' cif Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance
Outlets & Rece ticales at Kit. Counter
74' araae Fire Door: Swino-landing-Closure
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
I ara e; Above Floor-Mech. Protection
PJb., Elec. & Mech. Equip. Listed for Location
ec. Receptacles in Garage (G.FI.)-Romex Protection
-Wjnsulation-Foam-Looked in Attic
Rrfivard rails & Deck Construction -Post Caps
IV Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor 0 Yes
.,Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No
Stucco Brown -Finish
.,A.C. Unit Disconnect, Electrical -Plumbing
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
ter Well, Disconnect, Electrical, Plumbing
tenor Elec. Trim, G.F.I. Receptacle -Underground
/Ventilation Throuaht House
W/Glass Protection
. CorrectigQs from Previous Inspections
9),- G est -Meters Tagged, Gas -Electric
ater & Sewer Connected -C/O to Grade -HD Approval
0. Energy Compliance Certificate -Other Certificates
Date i Card!]I-160A,/ Date Card B-1
Date �T • Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
CERTIFICATION OF INSULATION
ADDRESS OR TRACT
SACRAMENTO INSULATION CONTRACTORS
LOT #P.O.
P BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026
3243 INDUSTRIAL DRIVE, YUBA-CITY, CA 95993 LIC. #202026
P.O.p BOX 9651, FRESNO, CA 93793-9651 LIC. #202626
/o, C..0.
BOX 1631, RENO, NV 89505 LIC. #10675
3326 A PO DER07 WAY, LAS VEGAS, NV 891.18 LIC. #10675
DATE INS_4 ION COM L
!M�S6
SQUARE FEET)
ARE FEET)
SQUARE FEET)
TYPE OF INSULATION
TYPE OF INSULATION
TYPE OF INSULATION
MATERIAL
MATERIAL
MATERIAL I
FIBERGLASS
FIBERGLASS
.,.,.FIBERGLASS
FORM
FORM
FORM
BATTS
BATTS & BLOW
BATTS
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER
MANUFACTURER
MANUFACTURER
-OCF
OCF
-�'OCF
v e
SAGS
R - VALUE
APPLIED
R - VALUE
APPLIED
'AIN. INSTALLED
R - VALUE
APPLIED
INSTALLED
THICKNESS
✓SQUARE
INSTALLED
THICKNESS
WEIGHT PER
FOOT
INSTALLED
THICKNESS
f
_�.KNEE W' IF R -VALUE IS OTHER THIAN`WALLS ABOVE
• MATERIAL.
FOR
RNALUE
MANUFACTURER
FlOt�tGL,4SS'
B
0 C F=
'AIR INFILTRATION SEALANT
MATERIALe' _,_�
R
7� W R GRACE
THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES,
MATERIAL STANDARDS AND REGULATIONS.
• SIGNATURE -INSULATION CONTRACTOR
TITLE
DATE
MANAGER
-4 2
SIGNATURE -GENERAL CONTRACTOR
TITLE
DATE
REMARKS:
SIC -303
ATTIC COPY
4 srgnr'rain-c Y'7s:F..awi' .'•a.t}"r+.'f .� t*!7 ' .�1'S• ''T" ..-t {.;it'.'i�'•. �' .i .. .,�,t,•!.� x
[ 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 b
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contacPhis office immediately.
Date 12f�— I Inspector
4;ti REV ;6192
COUNTY OF BUTTE ;
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751 z
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
(-)o,rnT/519 42
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office -when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
a
Date%` 2 5 —Cl �� Inspector
REV 10/92
r
b l# COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
i 411 Main Street, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (9 16) 538-7541
CORRECTION NOTICE
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
lease contact this office immediate)
P Y•
I}.
Ery,,
n tk
fey,
Date Inspector
<: REV 10192
Gni -STOMY
A..AVA
-4.5 ell.
BUTTE COU INTI
3UILDING DEPARTMEN
APPROVED.
GRE -GORY. -A. PEr1Z
ARCHITECT
.1907 Ste. E Mangrove
Chico, CA 95926
(916) 894-3719
BUTTE COUNTY
BUILDING DEPARTMEN.r..
A PPPC) ��
&II O I .SToitY
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BUTTE Cpl►V t-
-
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APPROVEn
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4..e F�
GRE -GORY. -A. PEjZ
bo. C 21203
ARCHITECT
cn
1907 See. E Mangrove
Chico, CA 95926
(916) 894-5719
�� REN:,
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BUTTE couw�-Y
3UILDING DEPARTME
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APPROVE:®.
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NO- C 29383 N �
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COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 Count Center Drive • Oroville, California 95965 • Tele hone 530 538-754 PERMIT NO
Y .P � )
(Rev. 12/96) APPLICATION AND PERMIT �" ��
ASSESSOR PARCEL NUMBER
011-680-004
ZONINQIC -1
BUILDING PERMIT
OWNER KEN ROBERTS
TB1,¢ILW"5970
J4J
SD. FT. OCC. BUILDING VALUATION
. OWNERS MAILING ADDRESS
5867 COHASSET RD. CHICO 95973
88
8,78
CONTRACTOR'S NAME
TELEPHONE
`z 9
7
,
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace A
1,500
LENDER'S MAIUNG ADDRESS
Total Valuation $
132,699
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 755.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$ 490.75
BUILDING ADDRESS EAGLES NEST DR.
Energy Plan Checking Fee
$ 23.00
$
PERMIT FEE
$ 1,288.75
LOT NO.
SUBDIVISIONS NAME
PA CEL MAP
�
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF 4 Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap0
7.00 70.00
Solar or heat um water heater
23.00
Water piping
15.00 15.00
Each as water heater or vent
15.00 15.00
TYPE OF WORK
New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 4 BEDROOM SINGLE FAMILY
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00 15.00
Mobile Home IS I G 1w
920.00
PERMIT FEE
s 150 00
ELECTRICAL PERMIT
Fling Fee 20.00
R UES
a00Main Service zo.AOVORLESS
23.00 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 in full force and effect. �1-
License Class Lic. No. 1
L�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason-
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. a A.C. BLOS.
SO
3.540 4.30
NEW
NON-RCESID. MULTI.OUTLET
97.50
POWER APPARATUS
SINGLE OUTLET CIS.
Ex, Occu OUTLET OR FIXTURES
�� �':�
Ex. Occup. o�E�°rsCRRESIO1E
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
$
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 v_o`k of a valuation
of one 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 f I should become subject to the
work 'compensation provisions of section 3700 of the Labor Code, I shall
fort it comply with those preps--
X Date _- �'
Signature of Appli t - Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construction
of structures over 3 stories in height.
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood 6.50 6-50
Ventilation
9 00
PERMIT FEE $ 8550
Mobile Home Installation Fee $
Energy Inspection Fee $
D°�R-
7'�y
�V1V TOTAL FEE 1, 707.5V
HAZ.
f'
DES IMP
-
FL
CDF
PARCEL
PD
HD SU
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES N
the applicable provisions
Resolutions to do work
been paid.
Date
e/e
Receipt No. 4W.2 3 -7S
WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT
�P{ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
°j 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75,4. PERMIT NO.
(Rev. 12/96) APPLICATION AND PERMIT Al-�
ASSESSORPARCELN671—&M-00(4
(1//
71 ` O
ZONIN I
BUILDING PERMIT
OWNER
TELEPNO E
3 s-�
VALUATION SO. FT. OCC. BUILDING
.O0
OWNER'S MAILING AD RES •�"G� ����
���
4 , 60
CONTRACTOR'S NAME TELEPHONE
CONTRACTORS MAIUNG ADDRESS
CONSTRUCTION LENDER
Fireplace I X Ob. idl
LENDER'S MAIUNG ADDRESS
Total Valuatlon S
a
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
a 5 Q
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan CheckingFee
S 0.
BUILDING ADDRESS ` ` t
1` 1 Il -.(/,l
Energy Plan Checking Fee
$ _ Q
S
PERMIT FEE
S
LOT NO.
SUBDN6ION E /1_ ; _
P7 6
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
USEOFSTRUCTURE
SFJ�t, Duplex ❑ Mobilehome ❑ Other
SPECIFY
Solar or heat pump water heater
23.00
Water piping
15.00 t,
Each as water heater or vent
15.00 ,
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: r
Gas piping stem 1 - 5 outlets
15.00 00
Building sewer
15.00 157,00
Mobile Home ISI GI W
@20.00
PERMIT FEE
t D
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service z�oa� on mss
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 in full force and effect.
License Class Lic. No. -
OWNER -BUILDER DECLARATION
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
of one 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' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
X Date _
Signature of Applicant - ❑ Owner ❑ 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 sow To 1000A
46.00
NEW CONST. DWELLING OCCUP. so
CCU
OR ADONS. & ACC, S. . 3.5¢FT:
NON-REOSID. RANCH CIRCUITS MULTI OUTLET @7.50
PSOr APPARATUS
8 wGLE OLlILET CI",
.00
EX. Occup. OUTLET OR FIXTURES SAL O �.w
F011
Ex. Occu . oimE�s PRESS,,D.GEA, 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirina 23.00
PERMIT FEE S 7 Q
MECHANICAL PERMIT Fling Fee 20.00
Heating T5.0b Z .00
Cooling
Hood 6.50 ,!50
Ventilation 415 .00
PERMIT FEt: S .�d
Mobile Home Instqllation Fee S
Energy Inspectio Fee S O6
T. TOTAL FE I' -) .
HA2.
D. FEES IMP
COF WK HD
A
t/
ISSUE
This permit is hereby issued under the
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES
applice `� provisions
Resolutionaco do work
been paid.
Date
Deto
Receipt No. 6931,15
WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541
SCHEDULE OF FEES DUE
OWNER A.P. #. n I I -%�() - 86 C
PROPOSED BUILDING USE SXA- DATE 7 (N -f
/ REC # DATE REC
1. BUILDING PERMIT FEES
-- Balance Due ................ $ . ,$ f7 c7 7-1/-740
-- Additional Fees Due ........... $
-- Additional Fees Due ........... $
-- Revised Plan Checking Fee ....... $
2. SCHOOL DISTRICT FEES
(paid at District Office)
V 3. SHERIFF FEES (paid at Building Division)
Residential .........
....... x $360.00 = $7,% 7rogle, j 9
Units
Commercial (sq.ft.)... x $0.03 = $
Sq. Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x = $
#Units Amt.
Commercial (sq.ft.) . x _$
Sq.Ft. Amt.
6eRECREATION DISTRICT FEES C fLA-d
(paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$425.00 (paid at Building Division)
�RA FIRE INSPECTION AND PLAN CHECK
$89-060 (paid at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the
building permit. These fees may be changed during the plan checking process.
APPLICANT DATE �7
Original -Owner Copy -Building Div. (Rev. 12/96)
COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBER:
Proposed Building Use: Building Inspector: Date:'
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
Date Received By
❑ 1. All iiems have been submitted ---------------------------------------------------------------------------------------
112. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------
❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------
❑ 6. Energy Design Compliance and supporting documentation. -------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -----------------------------------------------
❑ 8. Hazardous Material Form.---------------------------------------------------------------------------------
❑9. anufactured Home data and installation instructions including Tie Down -------
Rq
O. Fees of$ 1 IJ3•1;0
-------------------------------------------------------------------------------------
pact fees as shown on the attached schedule.'-�ercr—�- --- -- ---- -- -- - --
2 Qalifornia Department o Forestry planauprov fees- --S--, '- 2j - =► W5. Flood elevation certificate-_---------------------------------------------------------------------------------- ,
,PT4. Sanitation and plot plan approval i�) Health Department.-------------------------------------------
1115.
---------------------------------1-------
❑15.Cityof Chico plumbing Permit. -----------------------------------------------------------------------------------
;
16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- '
❑ 17. Planning approval for (A) Use: (B) Parking:
❑ontact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ---------- ------------
Encroachment Permit for driveway (construction approval prior to occupancy). ��--
----puiTE%-tCJ
❑ 20. Pre -inspection for
required. Request to Building Inspector on
021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =-------------
❑22. Workers' Compensation carrier and policy number.-----------------------------------------------------------:
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------------------------------
\11 24 - tter of signature authorization. ------------------------------
Re
corded copy of Agricultural Acknowledgement Statement.
026. Letter of intent on building use. --------------------------------
027. Manufactured Home utility clearance. --------------------------------------------------- 7 --------
❑28. Existing violations and/or expired permits. ------------------------------------------------------
❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
030. Other:
When you issue the permit, process as follows ❑ Mail to owner, ❑Mail t contractor.
)( ❑Telephone 3 4�— .SCj 70 and hold for pickup at gffi
Applicant: _
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:
(Date)
❑ Deliver with inspector.
Date: —7 --- ( 9—CH
By:
1. Index permit application for the above items numbered: 0Z //Z 0 Plan Check List
2. Additional items
Contractor, designer owner was advised of the above N o
gn required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: ,v�--
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building * ' on counter, by Date:
Plans'reviewed by: Date: Plans approved by: n Date:
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:
Yellow Copy - Department of Development Services, Building Division.
A. E.H. USE ONLY
# Plot Plan Attached P S
Floor Plan A ed
/ I Sent to B. D.
VIO A_
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Location AP#
Plan Approved for: Sewage Disposal
Clearance for _b dwelling. Other
Hold final for:
Final clearance O.K. for:
NOTE:
Water Supply: Public -,�' Private Well
c
/ 'Ews
Environmental Health Specialist
8-2-0-95
, Date
` BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
" (One form per Building)
School District l i� Lb Building Department No.
A.P. Number f J . (0590 0001 Jurisdiction: City �^" County
Property Owner
Property Location/Address
ng Department Representative
(Floor Plans reviewed by School District Personnel)
District Identification No..
&/- a6 -,?,o
Date
School District certifies that &42f n 6W5d1.
(Applicant)
(Street Address) (Phone Number)
6(2 9 Tq!2
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. .
representing 4�2Do7 square feet.
School
Paid by Check # Remarks:
by payment of $ VAZAM
B 2926 $
LL MITIGATION $
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of the fees In any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this 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 (2/97)dmm
Subdivision�LAL�=
Lot No. L4
Residential Development
®
Sq. FootageAO
No of Living
Mobile Home
Addition
(Group R)
Units
Installation
Commercial/Industrial iSq.
Footage
- �r
'Addition"
(Including Exterior.
Roofed Areas)
ng Department Representative
(Floor Plans reviewed by School District Personnel)
District Identification No..
&/- a6 -,?,o
Date
School District certifies that &42f n 6W5d1.
(Applicant)
(Street Address) (Phone Number)
6(2 9 Tq!2
(City) (State) (Zip Code)
has complied with the requirements of Resolution No. .
representing 4�2Do7 square feet.
School
Paid by Check # Remarks:
by payment of $ VAZAM
B 2926 $
LL MITIGATION $
Date
Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of the fees In any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this 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 (2/97)dmm
iiU TB COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM
r CHICO AREA RECREATION AND PARK DISTRICT
CC r
Assessor Parcel.Number(s) 00 Cl
Property Owner 7�
Project Location/Address / /
Subdivision Lot Number(s) `f
Residential Development: (check one)
,New Development _Alteration/Addition _Mobilehome(s) _Non -Residential
to Residential
Total Number of Dwelling Units
Comment:
Building Department Representative Date
�r�Iryrrt�Ar�r�k�r�t�t,tYr�k�rrrrt�k�r�k�t�k�k�r�r�k�Ir�It�k�r�k�Arrr�k�k�Ir�Ar�lrYr�r�r�k�k�r�rwik�r�r�It��kYrrr,r�kYr�kw�krlr�k�r*�k�ArYr�Ir�lr�t�Ir�Ar�lr�k�Ar �`
Chico Are ,Recreation and Park District(CARD) certifies that
yz
(Applicant Name) ' (Phone Number)
59, � 7
(Street Address) r'
(City) (State) (Zip Code)
has complied with the requirements of Butte Co. Resolution No. 90-140 by
payment for / dwelling units @ $1,189 for total payment of $ (p .144
CARD Representative
PAID BY CHECK NO.o
n
BANK NO. % - 7/ /320 2,
PAID BY CASH
91'ell�
Date
REMARKS:
RECEIPT NO.
Distribution: White --Applicant
Pink --CARD
park. fee .( form revised -,`1.1/90 )
Yellow --Butte Co. Building Dept.
Goldenrod --City of Chico Building Dept.
09 001'98 1129 ,. NIA01592
't i 11 E9.OE;
Ot
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE CA 95965
COPY of Document Recorded
25 -Aug -1998 1998-0036350
Has not been compared vith
original
Butte COUNTY RECORDER
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code requires 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:
I
Lot 4, As shown on that certain reap entitled, "Rocky Bluffs subdivision, phase i",
which map wasrecorded in the office of the recorder of the county of Butte, State of
Cali€omia, on November 13, 1992, in book 126• o€ maps, at pages) 60, * 61; 62, 63;
64, and 65. .., ..
AP # 011-660-004
f
Date: / ` I
PROPERTY OWNERS:
State of California
County of J3 )
oil Uf k S >} %°(, / Gt �� before me,
personally appeared V w l�&L .
known to me (or proved to me on the basis of satisfactory
within instrument and acknowledged to me that he/she/t
that by his/her/their,signature(s) on the instrument; A
executed the instrument.
WITNESS m and and official seal.
Signature i Seal:
A.P.#
personally
eece) to be the person(s) whose name(s).is/are subscribed to the
executed the same in his/her/their authorized capacity(ies), and
hick the person(s) acted,
RICHARD L. SMITH 19
d COMM. #1178418 m
W NOTARY PUBLIC -CALIFORNIA p
BUTTE COUNTY
NOTE TO RECORDER: DO NOT RECORD TRIS SIDE
AGRICCJL'Y`U17AL STATEMENT OF AC10�VLEDGMEIVT'
Instructions for recording Agricultural Statement of Acknowledgment:
A.A. -1
1. Insert the legal description of the property in the space provided on the other side of this form.
The legal description is the narrative description of the property - which will be on your deed. If
you don't have access to the deed, the Recorders Office can provide this information. (The
description may be handwritten or typed in the space provided or attached on a separate sheet is
more space is required).
2. Property owners must sign in the presence of a Notary Public and have the form notarized.
3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County
Center Drive, Oroville (the Administration Center building). The Recorder will record both the
original and copy. They will keep the original and return the copy to you. Just bring the copy
back to the Building Division at 7 County Center Drive.
RECORDER'S FEES: _ $7.00 - 1st Page
$3.00 - Each Additional Page
RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday)
0,1
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• , � � • , � - .. I 5 � , .. , .. .. . • �' . r '� ` ~ �rrrrr���r�'yyyy� - r� i,, S''' ` 'r I . J ' • I °' .1 �e
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PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
10 PSF BC LIVE LOAD PER UBC.
W2.5X4io W Ho W3X6s
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC 0 24.00' OC Q BC @ 12.00" OC.
DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD,
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•YAR81g6'• TRUSSES gF0Y1RE EITNFMf CASE IY FABRICATION. HANDL116, SNIFFING, INSTALLING AND
B4ACIIG. REFER TO H18.91 (HANDLING INSTALLING AND BRACING), PUBLISHED I TP1 (TRUSS PLATE
IN ST )TOTE, 58.3 D'OROFl10 DR., SUITE F00. MADISON, WI S]110). FOR SAFETY PRACTICES PRIOR TO
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INPORTAMT•• fUAI I A COPi OF THIS DE S1iN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED JUT 14 '98
P4000tT5, INC. SHALL M07 Of RESPONSIBLE FON AYT DEVIATION FROM TNIS DES16Hi ANT FAILURE TO
d' BUIl0 TRE TRUSSES 10 CONFORMANCE WITH TF1: 01 FABRICATING. HANDLING, SHIPPING. WTALLIMB AND Na C 680 6
^' SPECIFICATION
AT TRUSSES. TBIS DESIGN CONFUSES WITH APPLICABLE PROVISIONS Of RDS (NAT)ONAI OFS16N Ela. 84B 02 -
SPECIFICATIOi PUBLISNEO BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. AIPEN(
J COMYECTORS Alt MADE OF FOGA ASTM A653 6140 GAIN. STEEL, EXCEPT AS NOTED. APPLY C01RECT04S T
��- EAC tl FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONRECTOAS PES
DRAWINGS 160 A•1. THE SEAL ON THIS DONNING IYOICATES ACCEPTARCE Of PROFESSIONAL [N6ENEERIt
AWm rm ���� RESPONSIB1lr7Y SOLELY FOR THE TRUSS COHPOYENT DESIGN SHOWN. THI SO)TABILITT AND OSE OF TNIS C'
$OQ{pICII (`,(♦9jB,j8 COM/OYERT f04 ANT ►AOTICULA& BUILDING 1S THE RESPONSIBILITY OF TSE BUILDING DESIGNER, PER
ANSr /Tfl 4.1595 f1CTION E.
BUTTE COU.NTY
nAhlC-,Lj--PAR-TMEN le Ft.
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U39
DATE 07/14/98
DR W CAUSR427 98195023
CA -ENG AEB/GWH
SEON - 58046
FROM ED
TC6. SF
!TC ADL P110.0 PSF
BC OL 10.0 PSF
LL 0.0 PSF
TOT.LD. 36.0 PSF
'DUR.FAC. 1.25
SPACING 24.0'
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NNY ROBERTS / LOT -4 -_T-2 COMN)
TOP CHORD 2x4 DF -L #1
BOT CHORD 2x4 DF -L $1
WEBS 2x4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
W5X6n
THIS DRG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS HFR.
//ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
�(A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING
EQUALLY SPACED. ATTACH WITH (2) Bd NAILS.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00' OC 6 BC @ 72.00' OC.
10 PSF BC LIVE LOAD PER UBC.
W2.5X4 0 W2.5X4 -iz,
W3X6s W3X6-,-v
W2.5X4o 5 r A) (A -, 5 W2.5X48
7
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L 21-0-0 I 21-0-0
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R-1624 W-3.5' -- R-1624 W-3.5"
T TYP. Wave TPI-
ti
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Ic Desin Criterla: TPI STD
'�YARMING^ TRUSSES REQUIRE EXTREME CARE IN ►ABBICATIDR, NANDIING. SNIPPING, INSTALLING AND �
BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI -(TRUSS PLATE ` `-
INSTITUTE, 683 D'ONOFRIO DR.. SUITE 900, MADISON, MI 53119), FOR SAFETY PRACTICES PRIOR TOQX.A� W y
PERFOBMIRG THESE FUNCTIONS. UNLESS OTMINNISE INDICATED. TOP CHOID SMALL HAVE PROPERLY ATTACHED
$711UCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. Jul 4 ' 9
PRODUCTS. INC. SMALL NOTSH ABEOPY or THIS RESPONSIBLEDFORGNAll THE
DEVIATIONLFROM THIS DESIGN; ALPINE
FAILUREFTOA
BU Ito THE TRUSSES IN CONFORMARCE WITH TPI; 01 FABRICATING. HANDLING, SHIPPING, INSTALLING AND SB OS
8BACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV1510NS Of tlOS (SATIONAL DESIGN 00
SPECIFICATION PUBLISHED AT THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE
CONNECTORS ARE MADE Of 90GA ASTM AOS3 CR40 GALT. STEEL. EXCEPT AS NOTED. APPLY C09DECTOAS TO
EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRA "" 160 A-1. TME SEAI ON .11 DRAWING INDICATES ACCEPTARCE OF PROFESSIONAL IRBINEERING `�? CML
A'S
IBILITT SOLELY f0R TIE TRUSS COMPONENT DESIGN SHOWN. TAE SUITABII ITT AND USE OF THIS
COMPONENT F19 ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0► THE BUILDING DESIGNER, PEA 4
ANSI/TPI 1.1995 SECTION 2.
7 a
+8-0-0
C 1 V Sc l e -..125"/Ft.
C Lk 16.0 PSF REF R427--31640
TC DL 10.0 PSF DATE 07/14/98
BC DL 10.0 PSF DRW CAUSR427 98195024
BC LL 0.0 PSF CA -ENG AEB/GWH
TOT.LD. 36.0 PSF SEON - 58038
OUR.FAC. 1.25 FROM ED
SPACING 24.0"
N
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I=L.
0
0
Ln
0
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TOP CHORD 2x4 DF -L #1
BOT CHORD 2x6 DF -L #2 :81 2x6 DF -L SS:
WEBS 2x4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3,
ADDITIONAL LOADS
------(LUMBER DUR.FAC.=1.25 / PLATE DUR,FAC.-1.25)
BC - From 155 PLF at 0.00 to 155 PLF at 14.67
`THIS DWG'PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAO.
,'(A) SCAB BRACE, SAME SIZE, GRADE, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 10d NAILS @ 4. OC.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00" OC 5 BC @ 72.00. OC.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
30 PSF BC LIVE LOAD PER UBC.
W5X6 e
W06,5o, W06�
W3X6t W3X6s
W060 5 r.
(A) -' 5 W4X6 s
y(A)
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(A)
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I 2100
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R-1349 W-3.5" R-3330 W-5.5" ; n w1�Rs
PLT TYP. Wave TPI -95 R
Desi n Criteria: TPI STD A 1 - Scale -.1875" Ft.
BRACIA1"6— TRO SSFS REOU[RE ESTRfME CARE IN IABH74TIOl. NABOII NG. SA lfP1N0. INSTAll7A8 AND
BRACIRC. AEFE0. TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI HISS PLATE tL,IiN/ TC LL 16.0 PSF REF R427--31641
INSTITUTE. 583 D•DNOFAIO DR.. SUITE 200. MADISON. NI S3119). f0A SAFEh PRACTICES PRIOR To
7
PERFORMING THIS[ FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CN00.0 SMALL NAVE PROPERLT ATTACHED TC DL 10.0 PSF DATE 07/14/98
STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING.
PRODUIMPC7SAHI C. $HALLESH NOTACOPY Of THIS OF RESPONSIBLE FORBRANY THE
DEVIATIONINSTALLATION
FROM THISCONTRACTOR
OESIGR; ALPINE/ENGINEERED Jul 1 4 ' 9
8UIL0 Tai TRUSSES IN CONFORMANCE WIT" TPI; OR FABRICATING, IIAROLING. SHIPPING. INSTALLING AND Na C 58DDS BC DL 10. D PSF DRW CAUSR421 98195025
AARR�A�BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN �R W 8 C L L 0.0 PSF CA -ENG AE 4 / GWH
SPECIFICATION PUBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE Of 206A ASTM A663 040 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS i0 TOT. LD. 36,0 PSF SEAN - 58088
EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
DRAWINGS 160 A•1. THE SEAL ON THIS DRAWINGpi- INDICATES ACCEPTANCE OF PROFESSIONAL 1161 Eta LNG
LIT
a $q� Bi$�'IAC' COMPOIISPONIENT I FOR YANYLtLY FOR /ARTICUTAREBU ILDIgTRUSS C0111POTHETRESPON3lBIl1TY 0► THE BUILDING DISIGI SHOWN. THE IDE6 6NEgSEFEi THIS DUR.FAC. 1 .25 FROM ED
ANSI/TPA 1.1995 SECTION E. C,ALI SPACING 24.0"
C_--
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TOP CHORD 2x4 DF -L #1
BOT CHORD 2X4 OF -L #1
WEBS 2x4 DF -L Standard ;W4 2x4 DF -L $18Bet.:
:W6 2x4 DF -L #1:
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00" OC 6 BC @ 72.00' OC.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
,THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
GABLE END SUPPORTS 8' MAX RAKE OVERHANG.
SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS.
(A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING
EQUALLY SPACED. ATTACH WITH (2) Bd NAILS.
RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
W4X4=
n'fAY IML) Ss ---
VO
LN;2-O-OaJ
21-0-0 I 6-4-0
_I
_,-27=4=0 Over 2 Supports
R-1112 W=3.5"
R-968 W-3.5'
Note: All Plates Are W1.5X4 Except As Shown.
PLT TYP. Wave TPI -95 R Desi n Criteria: TPI`
YARNING— TRUSSES IEOUIRE E7TRENI CARE IN FABRICATION, Or,
DL ENG, SHIPPING. INSTALLING AYD
BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLIOilSHED BY TPI (TRUSS PLATE
PRIOR To
PERFORMING THESE FUNCTIONS. UNLESSTOTHERYISEDISORINDICATED. OPtoo. H. miICHORDFSMALL HAVESAFETYPRACTICES PROPPERLY ATTACHED
STRK79RAL PANELS, BOTTOM CHORD $BALL HAVE A PROPERLY ATTACHED RIGID CEILING.
•AIIIPORTANT— FURNISH A COPY OF THIS DESIGN TO TIE INSTALLATION CO/TRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGI: ANY FAILURE ED
BUILD THE TRUSSES IN CONFORMANCE MITI TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECTFICA7CORRECTOR SI05 A RE'MADESHED BY OF ZOGATHE ASTN A6S]A6140 GASLYARSTE(L(RESCESPTIAS I107CDYD Tfl.APPLY AtCON
TO
NE
Apr- -14k EACH FACE Of TRUSS. AND UNLESS OTNIRYISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PEA
DRAWINGS 160 A•I. THE SIAL ON TIES DRAPING JIDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING
MP .���� PIVD IQO RESPONSIOII ITN SOLELY f0R THE TO USS CONPONLNT DESIGN StlOYN. IN SUI TAB I TY AND USE OF THIS
SR dmealO, CA 95RU COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING 01 SIG HER, PER
ANSI/TPI 1.1995 SICTIOE E.
BUTTE
6-5-6
.T.8-0-0
i EFX J14225_-;=31'642
BATE"' 01/14/98
5W CAUSR427 98195026
CA -ENG AEB/GWH
SEAN - 59841
FROM ED
1W-''L`L—��'
`' ;16-:0 FSF
_
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C D '�
16
1�OOtP6F
,B D
10.0 PSF
j680
BC LL
0.0 PSF
TOT.LD.
36.0 PSF
OUR.FAC.
1.25
SPACING
24.0'
6-5-6
.T.8-0-0
i EFX J14225_-;=31'642
BATE"' 01/14/98
5W CAUSR427 98195026
CA -ENG AEB/GWH
SEAN - 59841
FROM ED
A
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KEN4-KENNY ROBERTS / LOT -4 - T-5 TSC
ITOP CHORD 2x4 OF -L #1
BOT CHORD 2x4 DF -L #1
WEBS 2x4 DF -L Standard :W9 2x6 DF -L #2:
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
10 PSF BC LIVE LOAD PER UBC.
THIS D4G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00. OC 8 BC @ 72.00' OC.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
W4X4=
W9 3- -6
10-11-0
3
R-0-0
C-14
C-14 162-0-a,.J
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4-3-8 21-0-0 16-8-8 6-4-0
- 6-4-0
4 27-4�-0 -Over 2, -Supports
R-1104 W-3.5'
R-976 W=5.5•
M - BUTTE COUNTY
M
r: PLT TYP. Wave TPI -95 R DesitlAA0ln Criteria: TPI STD 9
CX7
C7�
*'WARMING-- TRUSSES REOUTAE EITRENE CARE IN FABRICATION, IH6, SHI'PI US. INSTALLING AMD
/RACING. REFER 70 018.91 (HANDLINGINSTALLING AND BRACIIR), PUBLISHED BY YPl (TRUSS PLATE
IISTITUFE. 68.1 D'ONDFAI0 DR.. SUITE 200, MADISON, Ni S3119), F00. SAFETY PRACTICES PRIOR TO
►ERFOIMIN6 THESE FUNCTIONS.
�� �I
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UNLESS OTBERNISE IBDICA7E0. Top CHORD SHALL HAVE PROPERLY ATTACHED
STROCTUAAL PANELS. BOTTOM CHORD SMALL
T C LRO
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--.-.
HAVE A PROPERLY ATTACHED RIGID CEILING.
PRODUCTS. "IMPORTANNC. SMALL INOT ABEORESPONSINLEOFOA6yAll TO TDEVIATION LFROMITHIS
Jul
U1 14 9B
.
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8C DL
10.0 PSF
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TRUSSES IS CONFORMANCE WITO TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND
BALCIo6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PA0119108S OF NDS (NATIONAL DESIGN
N• 0: se DB
FHp 2
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0.0 PS F
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C0 RECTORSSPECIFICATAREON PMADESOF0L06A11 TASTM A61SOE A6RIOACAIESTL WSTEEL�R[ICL►TIASINDTE AM TAPPLYALPINE
ti
EACHCOHN[CTORS TO
FACE 0► TRUSS, AND 9NLfSS OTNIRNIS( LOCATED 08 THIS DESIGN, POSITION CONNECT
CRAVINGS 160 A-1. OAf P[A
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TO IS
COMp0111T FOR Any PARTICULAR BUILDING iS THE RESPONSIBILITY OF THE IUITABIL DESIGNER. PER
ANSI ITPI 1.1995 SECTION 2.
4
-C aF I
* T . L D
D UR .FAC
SPACING
. 36.0 PSF
. 1.25
24.00
EN
ScAJe 25° Ft,
R R47-31643
DATE 07/14/98
DR W CAUSR427 98195027
CA -ENG AEB/GWH.
SEON - 59823
FROM ED
M
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TOP CHORD 2x4 DF -L #1
BOT CHORD 2x4 DF -L #1
WEBS 2x4 DF -L Standard :W9 2x6 OF -L #2:
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
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THIS DWG'PREPAREU FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
GABLE END SUPPORTS 8" MAX RAKE OVERHANG.
SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00. OC & BC ® 72.00" OC.
W4X4-
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4-3-8 1 16-8-8
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R-302 PLF W-4-3-8 R-785 W-5.5"
PLT TYP. Al ine,Wave TPI -95\11
m
B&ma=tc� CA 95928
07
.-9..8-0-0
••MARNG. R TRUSSES REQUIRE ENTRELING CASE IN FABRICATION. HANDLING. SHIPPING. IYST4Ll1M0 AND
BRACING. RE/ER TO tlI0.91 (HANDLING INSTALLING AND 01AC[N6), PUBLISHED BY TPI (TRUSS ?LATE
INSTITUTE, 587 0.010FRIO OR.. SUIT[ i00, MADISON, Y[ SO719), FOR SAFETY PRACTICES PRIOR TO
PERFOIIMI 96 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
••1NPORTANT•' FURNISH A COPY 0/ 7NIi DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE fN61N[EREO
PRODUCTS. INC. SNALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO
BYACI tl6BUILD MOFTTROSf[3 IR LONFORMANCE TH[ DESIGNITH CO FORMSOWITHAAPPLICABLE PROVISIONSOfNOSR(NATIONALING AND DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF ROSA ASTM A663 GRE0 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORYICTORS PER
DRAWIKS 240 A•Z, THE SEAL 01 TRIS DRAWING INDICA79S ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1.1995 SECTION 2.
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R 2 --31644
D T Z/ 14/98
RW AUSR427 96195028
CA -ENG AEB / G WH
SEAN
- 59838
1.25
FROM ED
SPACING 2 4.0 N
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0
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KEN4-KENNY ROBERTS / LOT -4 - T-7 TSC
TOP CHORD 2x4 DF -L #1
BOT CHORD 2x4 DF -L $1
WEBS 2x4 OF -L Standard :W9 2x6 DF -L #2:
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
10 PSF BC LIVE LOAD PER UBC.
.. THIS DWd PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC 0 24.00. OC 6 BC @ 72.00" OC.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
W4X4es
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10- 11-0
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R-313 W-3.5' R-945 W-3.5' - R-591 Wa5.5'
PLT TYP. Wave TPI -95 R Design Criteria: TPI STD
WARNING- TRUSSES REQUIRE ENTRENE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. IEIEI TO RIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
co INSTITNTE. SNS D'ONOFRIO CO..09.SUITE 100, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO
[T PERFORNIRG THESE FUNCTIONS. UNLESS OTHERWISE INOICATCO. TOP COURT SHALL HAVE PROPERLY ATTACNEO
CJ) STRUCTURAL ►ANELS. BDTTOM CHORD SHALL HAVE A PROP[RLT ATTACHED 2I6I0 CEILCIG,
---� ••IMPORTANT`• FURBISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA ANY 0111ATION PEON THIS DESIGN: ANY FAILURE TO
BUILD THE 1ROSSES IN CONFORMANCE WITH TPI: OR FAB9ICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF T49SStS. THIS DESIGN CONFORMWITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN
~ SPECIFICATION PDBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
.--7 "DIRECTOR' ARE MADE OF TOGA ASTM A663 GR40 6ALY. STEEL, INCEPT AS NOTED. APPLY CONNECTORS TO
EACH FAC[ OF TRUSS, AND UNLESS OTIENWISE LOCATED ON THIS DESIGN, POSITION CDRN[CTOAS PER
DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
AlPj- ftg Proclum� 9[SPONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
Sacrfinenl*6 CA 93926 COMPONPNT - ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING OESI6YFA, PER
ANSI/TPI 1•]919 95 SECTION f.
6UrTTJ �,1
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AB® DL 10.0 PSF
BC LL 0.0 PSF
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CMI- DUR.FAC. 1.25
SPACING 24.0•
�. 725• Ft.
E�' 7--31645
D X07/14/96
DR W CAUSR427 98195029
CA -ENG AEB/GWH
SEON - 59861
FROM ED
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PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
10 PSF BC LIVE LOAD PER UBC.
T
2-0-1
P.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC G 24.00" OC 8 BC G 72.00. OC.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
W4X4H
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R-296 W-3.5' R-949 W-3.5" R-603 W-5.5"
c ^e
ive TPI -95 R BUTTE COUNTY
Desi n Criteria: TPI S'"'
—WARM IMG"" TRUSSES REDUIRE CITREME CARE 11 FABRICATION, HANDLING, SNIPPING. INSTALLING ANO
BRACIR6. REFER TO M19•91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SBS D'ONOFRIO 04., SUITE 200. MADISON, N1 S3710). FOR SAFETY PRACTICES PRIOR TO
PERPOAI1/16 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD 21ALL HAVE PROPERLY ATTACHED
STRUCTORAL PANELS. BOTTOM CHORD SHALL NAVE'A PROPERLY ATTACHED RIGID CEILING.
PRODUCTS.
C. SMALL ism IHOTA01 RESPONSIBLEDESIGN
ANT TEE
DEVIATIO INSTALLATION
THIS DEL GNI ANYALPINE
FAILURE ETOD
BUILD THE TRUSSES 11 CONFORMANCE Y1 IN TPI; Oft FA921CATISS. MANOLIIG, SNIPPING, INSTALLING AND
— A BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN
SPECIFICATIOB PUBLISHED BY THE AMERICAN F04EST AND PAPER ASSOCIATION) AND TPI. ALFIRE
'DIRECTORS ARE MAOI Of 20BA ASTM A663 6240 QALY. STEEL, INCEPT AS ACTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DISIGN, POSITIOR CONNECTORS PER
DRAWINGS 150 A•I, THE SEAL ON THIS ORANIRG INDICATES ACCEPTANCE OF PROFESSIONAL E16IICER 116
1ESPONSIBILITY SOLELY FOA THE TRUSS COMPONENT DESIGN $NOVI. THE SUITABILiTf AHD USE OF THIS
.4Bg1IMySO. CA�95B2B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SUITABIG DESIGNER, PER
Al SI/TPI 1.1995 SECTION 2.
0 WAPS
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REP!'R427--31646
ILATE ,jw�_ 07,/14/98
DR W CAUSR427 98195030
CA -ENG AE8/GWH
SEON - 59871
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WEBS 2x4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
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ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
E(A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING
QUALLY SPACED, ATTACH WITH (2) 8d NAILS.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC 0 24.00. OC & BC ® 72.00' OC.
RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
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•YARNING•• TRUSSES REQUIRE EITRFME CARE IN (ABN ICAT 101. MANURING, SBI►PIIi, INSTAL LIM6 AND
�) BRAC110, REFER TO 1110-91 (HAYOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
� IISTIT/Tf, SBS O'OYOFRIO ON., SUITE 200, MADISON. YI 53719), FOA SAFETY PRACTICES PRIOR TO
CT FE Ii THESE FUNCTIONS. NILESS OTHERWISE INDICATED. TOP CHORD SHALL RAVE PROPERLY ATTACHED
07 STRUCTURAL PANELS. BOTTOM CIORD SHALL "AVE A PROPERLY ATTACHED RIGID CEILING.
^. •IMPORTANT"• FURBISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E1611EEREO
PRODUCTS, INC. SMALL 401 HE RESPONSIBLE FOX ANY DEVIATION FROM THIS DESIGN; ART FAILOIE TO
BUILD TIE TRUSSES II CONFORMANCE NIIH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AID
r. BRACING Of 72US39S. TRIS 012161 CONFORMS Wild APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED IT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALL. STEEL, EECEPT AS NOTED. APPLY CONNfCTOAS TO
EACH FACE Of TRUSS, AND UNLESS OTIERNISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER
.�� DRAWINGS 160 A-1. THE SIAL 01 THIS OKAYING INDICATES ACCEPTANCE Of PROFESSIONAL INGTYEERI B6
I AWw &OlOQ'� I RESPDiSIBIIITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF TILS
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ANSI/TPI 1.1992 SECTION 2.
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REF R427--31647
DATE 07/14/98
DRW CAUSR427 98195031
CA -ENG AEB/GWH
SEQN - 58295
FROM ED
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BOT CHORD 2X4 DF -L #1
WEBS 2X4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3,3.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
T
2-I0-1
1
TUTC nur_ oDCDADrn
XUUr UVC:MnAnG SUPPORTS 2.00 PSF SOFFIT LOAD.
(A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING
'EQUALLY SPACED. ATTACH WITH (2) 8d NAILS.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00" OC 6 BC @ 72.00" OC.
RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE.
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PLT TYP. Wave TPI -95 R Desi Criteria:
n TPI(STD
"YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANOl I16. SNIPPING. INSTALLING AND
BRACING.
_
REFER TO WI9-91 (HANDLING INSTALLING AND BRACING). PUSLISNEO BY TPI (TRUSS PLATE"a
INSTITUTE. 383 D'OROiR10 OR., SUIT( 200, NADI SON, Y1 65719), /OR SAFETY PRACTICES PRIOR TO
PER TORNING THESE FUNCTIONS. UNLESS OTHERYISE INDICATED.
w y
INA. I
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TOP CHORD SMALL HAVE PROPERLY ATTACKED
STROCTORAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
,
OL
**IMPORTANT INC.HARNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, CSRAM ROT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; APT FAILURE TO
BUILD TBE TRUSSES IN COT
WITH TPI; 01 FABRICATING, HANDLIR6,
Jul 1 4 98
rJp, (�` B 6
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SNIPPING, IRSTALLIN6 AND
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SPECIFICATION
EaP.a 0
(,
91,1iy
LIL. 0.0
PSF
PUBLISHED 8Y THR AMERICAN FOREST AND PAPER ASSOCIATION) ANO TF1. ALIINF
CONN(CTDRS ARE MME OF [08A ASTM A6S3 6140 GAL1. STEEL, EXCEPT AS NOTED. AP/LY CONVECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTMERVISE LOCATED 01 THIS.DESIGN. POSITION CONRECTOSS PIR
ORAYIRCS 160 A -I. TIME SEAL OM THIS ORANENT DEDICATES ACCEPTANCE SU TABILISIOIAI TY AND USE OF
camaDes.' CONPQKEMT IFORYANYLPARTICULANEBU IL DING ISTRUSS OTHE TRESPONSIDESIGN SHOWN.
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DAT�� 07/14/98
RW CAUSR4b 98195032
CA -ENG AEB/GWH
SEON - 59894
FROM ED
BKEN4-KENNY ROBERTS / LOT -4 - T-9 CARR)
TOP CHORD 2x4 DF -L #1
BOT CHORD 2x6 DF -L #2 :B1 2x6 DF -L SS:
WEBS 2x4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
ADDITIONAL LOADS
-(LUMBER OUR -FAC. -1.25 / PLATE DUR.FAC.-1.25)
BC - From 145 PLF at 0.00 to 145 PLF at 14.67
W5X4(C1) is
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ONS) SUBMITTED BY TRUSS MFR.
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
ff
(('A)'1X4 STRESS RATED CONTINUOUS LATERAL BRACING
'EOUALLY SPACED. ATTACH WITH (2) 8d NAILS.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE BC @ 72.00` OC.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
W5X6a
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R-3217 W-3.5' R=1925 W-3.5*
PLT TYP. Al ine,Wave TPI -95\R Design Criteria: TPI S1
'WARNING'- THUS$E3 REQUIRE EITN[HE CARE IN fABRTCAT101, BANKING. SHIPPING. INSTALLIND A90
BRACING. REFER TO N)6•B1 IN
INSTALLING AND GRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, S83 D'ONOFRIO 00.., $BITE LCD. MADISON. WI S3719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SaALL NAVE A PROPERLY ATTACHED RIGID CEILING.
PRODUCTS. 1111 SHALL 1SH 10TABL RES10151GLEDESIGN
1. All THE
DEVIATIONINSTALLATION
7RISCONTRACTOR.
DESIGN: uANYNEFAILUREETOD
BUILD THE TRUSSES 11 CONFORMANCE PITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND
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SP9CIFICATION PBOLISHEC1 BT TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS All MADE Of 20911 ASIAN A663 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
IACM FACE OF T0.NSS, AND UNLE33 OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER
ORAWIR65 160 A•1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
.MpineEvigizwerW Emb im RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS
A 828 CONPONIMT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER
ANSI IT/1 ]•1995 SECTION 2.
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DUR.FAC. 1.25
SPACING 24.0°
lt1427 - -31_649
E 0 7/14/98
40SR427 98195033
CA -ENG AEB/GWH
SEAN - 58101
FROM ED
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TOP CHORD 2x4 OF -L #1
BOT CHORD 2x4 DF -L J1
WEBS 2X4 OF -L Standard
(PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
W2.5X4 0
WH6es
5 r— i
THIS OWC PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
{(A)'IX4 STRESS RATED CONTINUOUS LATERAL BRACING
EQUALLY SPACED. ATTACH WITH (2) 8d NAILS.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00" OC & BC O 72.00' OC.
10 PSF BC LIVE LOAD PER UBC.
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TPI -95 Design Criteria: TPI STD
•"YARNING"
1 S��il X875"
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SPIt(FICATI ON PtlOI ISN(. 0► THE AMERICAN FOREST AND PAPER ASSOCIATIOO) AND T►1. ALPINE
CONNECTORS AB[ MADE Of 10GA ASTM A563 CA40 GALV. STEEL, IIC(PT AS NOTED. APPLY CONNECTORS TO
.'� EAC( FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COMAIC701S PER
'—' CRAVINGS 160 A•1. THE SEAL 00 THIS DAAYIYG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
L!�.,g� IOC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWY. THE SUITABILITY AND USE OF THIS
�A COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING OESIGNER,.PER
ANSI/7F1 1.1995 SECTION 2. -
A.
-9-8-0-0
7q#
UNI
•,r-mr9afle
-.375"/Ft.
S
R427--31656
Jul I '98
*C1
0
ATEA 07/14/98
No. 5
.p PSF
DRW CAUSR427 98195040
BC LL
0.0 PSF
CA -ENG AEB/GWH
*TOT.LD.
36.0 PSF
SEAN - 58357
cNlt- La4
DUR , FAC .
1.25
FROM ED
,
e op
SPACING
24.0°
M
CV
0
N
CX-.
0
M
0
tOBi(EN4-KENNY ROBERTS / LOT -4 - T-16 HIP [6 -
TOP CHORD 2x4 DF -L #1 :T2 2X6 DF -L #2:
BOT CHORD 2x4 OF -L #1
WEBS 2x4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING
REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND
#3 CALIFORNIA HIP RESPECTIVELY.
W2.5X4 a
W2.5X4 e
5 r
I .
THIS DMG PREPARED FRDM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
#1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS.
CORNER SETS ARE CONVENTIONALLY FRAMED.
USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND
SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT
EXTENSIONSEVERY 0.50 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED
LATERAL BRACING TO FLAT TC @ 24.00. OC. ATTACH WITH 2-164
NAILS& Zx4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33). OR
DETAILCD710. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 00-08-08
OC.
W8X8e, t
(� W2. 5X4 s \
2X4(A1) E; 11 W3XBmx W2.5X4ri 2X4(A1) g
W1.5X4 III W1.5X4 W
�---3 - 0 - 0 L-3 - 0 - 0---J
(< 6-0-0 1 0-0 6-0-0
13=0=0 -Over -2 -Supports
R-856 W-3.5---- - _ R-856 W-315`
R3-458 113-458
T TYP. Alpine.Wave TPI -95
BaIaH� m�altp�G 95rll8 �
Design Criteria:
y -+-Y. SNIPPING. INSTALLING AND
BRACING. REFER TD NIB -91 (HANDLING INSTALLING AND BRACING), PULL ?SHED BY TPI (TRUSS PLATE
INSTTTOTE. 585 O'Ot0/R 10 OR., SUITE I00, MAOISOR, MI SS719), FDR SAFETY PRACTICES PRIOR 10
PERFORMING THESE FUNCTIONS."UNLESS OTBENNISE ISOICATEO, TOP CHORD SMALL HAVE PROPERLY ATTACKED
STRUCTURAL PANELS, BOTTOM CHORD SMALL NAYS A PROPERLY ATTACHED RIGID CELL IMG.
,INGINIAI
PRODUCTSANT— FU41I C. SMALL ISH
NOTAOECOPY
RESPONSIBLE FOIGNAHY TDEVIATIONLFROMHE INSTALATIORTHIS DESIGN; CONTRACTOR.AARTLPINEFAILUREE700
allILD TOE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ABO
aNACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE MINICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPIRE
CONNECTORS ARE MADE OF FOGA ASTM ASS3 GR40 GAIT. STEEL. EXCEPT AS NOTED. APPLY tOM1ECTORS T
EACH FAC[ OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COMAECTORS PER
ORANINGS 160 A•2. THE SEAL ON TN IS DRAWING INDICATES ACCEPTANCE OF PAOFISSIOMAL ElS)NEERIN
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANT PARTICULAR BOILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI1TPI 1-1995 SECTION 2.
�..8-0-0
BUTTE COUNTY �V
t CA - 1 - - F
dap W h TC LL 16.0 PSF
TC OL 10.0 PSF
No.
O. 14 C 6 96 8 DL 10.0 PSF
OII C LL 0.0 PSF
TOT.LD. 36.0 PSF
crd(L� CnL1R'`- DUR.FAC. 1.25
SPACING SEE ABOVE
Scale -.375"/Ft.
REF R427--31651
DATE 07/14/98
DRW CAUSR427 9819SO41
CA -ENG AEB/GWH
SEQN - 58354
FROM ED
ROBKEN4-KENNY ROBERTS / LOT -4 - T-17 CARR
THIS ON PREPARED FROM COMPI)TFR TNPIIT n nAne L nTNrNCTflUCT eimuTrtrn ov Toucc ucn
TOP CHORD 2x4 DF -L #1 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
BOT CHORD 2x8 OF -L J1
N WEBS 2x4 DF -L Standard ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
a PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. BRACE TC ® 24.00" OC & BC Q 72.00' OC.
ADDITIONAL LOADS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD.
------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25)
� BC - 700 LB Conc. Load at 3.00
0 10 PSF BC LIVE LOAD PER UBC.
Lr).
0
z
W04a \�
W2.5X4T3 W2.5X4 -,
5r �5
U
A
O
tx
R7L.,
A 8-0-0
W
w = W2.5X4 DI W10X10
W4X4(A1) W2.5X4 M
W WM (A1) =
00#
c5
w '
z 1_2-0.0;1 lEz-o owl
R l� 11-0-0 I 11-0-0
4 —r 2 _wo p E COUN_V
I �< 22 -0=0 -`Over 2 Supports v' vU�
R-1515 W=3.5" �_ _ _ _ R=992 W-3.
®EPAR IYIEN
o Ir
p R 0 tl F
-d.
PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CA - 1 - - - F Scale -.25" Ft.
-WARN TRUSSES REQUIRE EITIENE CARE IN FABRICATION, XAN011tl6, SHIPPING. INSTALLING AND
I BRACING. REFER TO KIH•91 (HANDLING INSTALLING AND GRACING), PUBLISHED OY TPI (TRUSS PLATE - wti TC LL 16.0 PSF REF R427--31658
CC) INSTITUTE. 503 O'010FRIO DR.. SUITE 200, MADISON, NI 63719). FOR SAFETY PRACTICES PRIOR TO
CT PEIFORNIN6 THESE FUNCTIOIS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACKED TC DL 10.0 PSF DATE 07/14/98
CT STIIJC791AL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. Jul 14 9B
"--� •IMPORTANT•• FURRISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW CAUSR427 9819502
PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR .ART DEVIATION FROM THIS DESIGN; ART FAILURE TO NO. C 680
d� BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING, SHIPPING, IMITALL U6 AND
BRACING 0► TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (RATIOtlAI DES1 2 LL 0.0 PSF CA -ENG AEB/GWH
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ARO TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 BRAG BALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS D TOT.LD. 36.0 PSF SEON - 58316
EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
ti DRAWINGS 160 A.I. THE SEAL 00 THIS ORAYING SNOIrITFC Arre.T..rr ...."ecce,,.... ... I ....
.. _ _ _
M
N
N
N
cam:
0
M
O
LC)
C=
:2 --
A
w
934
w
z
c7
z
w
z -o-o>I w -0-0J
Q, h 11-0-0 L_ 11-0-0
I 22_-0-0 Over 2 Supports
! R-904 W-3.5' _ R-904 W-3.5'
0
PLTTYP. Wave TPI -95 R Design Criteria: TPI S-
---. 'WARMING•' TRUSSES REQUIRE E1711HI CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
CD BRACING. IEFFR TO HIS -91 (NANOLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE
INST1T0Tt. S0) D'ONOFR IO Oq „ SUITE 200. 'ADIS01, YI 57719), F00. SAFETY PRACTICES fRI00. TO
07 PEAFOIIHIS- TN[SE fONCT10NS. VILESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACNID
07 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
••IMPORTANT— FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC, fHALL NOT BE RESPONSIBLE FOR ANY DEIIATIOW FRUN THIS DESIGN. ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMAOC[ WIT" T►l: OR FAORICATING. HANDLING. SHIPPING, INSTALLING AID
BRACING OF 7RNSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
.-a SPECIFICATION ►OBLISNED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
.A CONNECTORS ARE RADE Of 200A ASTR AG5S GRAD GALI. STEEL, EXCEPT AS NOTED. APPLY CONNFCTOBS T�
ti
EACH FACE OF TRESS. AND UNLESS OTHERRISE LOCATED 08 THIS DESIGN, POSITION CORRECTORS PIR
DRAWINGS 160 A•1. TME SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINIERll
AW- p,,,,,OcL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
` CA 9•' 8n COHPOHENT ►ON AIT PARTICULAR BUILDING IS THE RESPONSIBILITY 0► THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SICTIOil 2.
ODXEN4-KENNY ROBERTS / LOT -4 - T-18
TOP
TOP CHORD 2x4 OF -L $1
BOT CHORD 2x4 DF -L #1
WEBS 2x4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
10 PSF BC LIVE LOAD PER UBC.
W4X4Em
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC 0 24.00' OC & BC 0 72.00' OC.
DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD.
W2x6 (Al) Ea
+8-0-0
VOUR.FAC.
10 0-PSF
1V O. J;SF
V
0.0 PSF
TOT.36.0 PSF
1.25
� SPACING 24.0"
Scale-.25"/Ft.
REF R427--31659
DATE 07/14/98
DRW CAUSR427 98195043
CA -ENG AE8/GWH
SEAN - 58307
FROM ED
H
V
Q
O
CO~
Q.
Ca
C-3
f=
C.;3
w
z
c�
z
w
w
z
ci.
0
m
07
07
)KEN4-KENNY ROBERTS / LOT -4 - T-19 HIP [8'S
TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2:
BOT CHORD 2x4 DF -L #1
WEBS 2x4 DF -L Standard
PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3.
USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND
SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT
EXTENSIONSEVERY 3.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED
LATERAL BRACING TO FLAT TC @ 24.00' OC. ATTACH WITH 2-16d
YAILSS 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR
)ETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES m EVERY 04-02-15
)C.
W5X6es
W3X8a
W5X6s
< A
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD,
10 PSF BC LIVE LOAD PER UBC.
#1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS.
CORNER SETS ARE CONVENTIONALLY FRAMED,
BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING.
REACTIONS R A R3 ARE FOR #1 CALIFORNIA HIP AND
03 CALIFORNIA HIP RESPECTIVELY.
W3X10(B1) m
W3X1O(B1) e
7 \�
42-0.0�I
!r 8-0-0 I 6-0-0 1 8-0-0 1
I r
22-0-0.Over 2 Supports
R-1912 Wa3.5" R-1912 W-3.5'
R3-902
R3-902 BUTTE
TTE CoL l N_� A'
ive TPI -95 R Desi n C it i = n nm -I t.. PAR s pA�1V
A',, Engh,�.� DESIGN SHOWN. THE LITYCSSIANLALD
USE of IR 16 DUR . FAC. 1.25 FROM ED
` � C� CA 95823
COMPONENT 181
RTAll PARTICULAR SUIL01160 IS THERESPONSIBILITYOF THE BUILOIR610ESIGNER. PER T
s�w•ca9seiB ANSIPP1 1.199S SECTION 2. OF SPACING SEE ABOVE
r er a. TPI STD
•YARMIRG•• T10SSLf HEOUIRE ENTREME CARE 1tl FABRICATION, HANDL IN6, SNIPPING, INSTALlIY6 AND
-
- F
calei=.25" Ft.
BNACIRO. RrftR TD Hte-1L [NANDLIH6 IHSTAll7NG AND BRACitlO), PUBLISHED BY TPI tTNOss PLATE�tipyy
INSTITUTE. SBS O*ONO,R10 OR.. SO 200• MADISON. WI 5 719), FOR SAFETY PRACTICES PN ION TO
PERfORN INS THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACNED
STRUCTURAL PANELS, BOTTOM
_n.
T L
OL
1 ..0 PS
10.0 PSF
R F 8421--31660
DATE
CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
•PROOUt7
'
07/14/98
FURNISHOf THIS TO THE ALPINE
SAN NC.
Jul14 9B
--1-1OPY
SHALL NESIONSIBIE FORGN
ANY -DEVIATION FROMNTHISTDESIGN: ANY' FAILUREERED TO
BUILD Y. TRUSSES IN CONFORMANCE METH TPI; OR FABRICATING, HANDLING, SHIPPING. 'INSTALLING AND
N' 68405
BC - OL
10.0 PSF
DRW CAUSR427 98195044
BRACING Of TRUSSES. THIS DESIGN CONFORMS W178 APPLICABLE PROVISIONS OF NDS [NATIONAL ats1GN
SPECIFICATION PUBLI SHED BY THE AMEN ICAtl FOREST An?A IN ASSOCIATION) AND TPI.
02
L L
0.0 PSF
CA -ENG A EB / GW H
ALPINE
CONNECTORS ARE MADE OF TOGA ASTM A653 6140 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS
EACH FACE -0f TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER
ORAWIRGS 160 A•I. THE SEAL OB TBIS OIAYING INDICATES ACCEPTMCE Of PAD/
ik OT. LD.
36.0 PSF
SEQN - 58336
A',, Engh,�.� DESIGN SHOWN. THE LITYCSSIANLALD
USE of IR 16 DUR . FAC. 1.25 FROM ED
` � C� CA 95823
COMPONENT 181
RTAll PARTICULAR SUIL01160 IS THERESPONSIBILITYOF THE BUILOIR610ESIGNER. PER T
s�w•ca9seiB ANSIPP1 1.199S SECTION 2. OF SPACING SEE ABOVE
RESIDENTIAL PLAN CHECKING GUIDE
GLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY
OWNER: BU]IDINGPERMTNUMBER:
r
PLAN CBECKE �- /J� A. P. NUMBER:
Zoning requirements: (side yards and number of permitted living units).
Valuation.
Plans signed by designer.
Proper description of work on application.
Existing violations on property.
Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.).
Recorded notice of violation.
Complete parcel size and dimensions.
Setbacks, side yards, easements, etc.
Other buildings or structures.
Grading, fills and/or drainage.
Flood hazard.
Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.).
F.A.U. & F.A.S. road setback.
Building or utilities across lot lines (Record form).
Complete to scale plan with dimensions.
Required windows for light and ventilation (Section 1203).
Required windows for second exit (Section 310.4).
Skylights (Section 2409 & 2603.7).
Glazing in Hazardous Locations (Section 2406).
Required room sizes, ceiling heights (Section 310.6).
G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).
Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment.
Location of water heaters, heating and cooling equipment, other electrical or gas equipment.
Garage firewall, door size and closer (Section 302.4).
Minimum of one 3V exterior door (Section 1004.6).
Fireplace and wood stove location, alcoves and clearance.
.Smoke detectors (Section 310.9.1).
Plumbing fixtures, water closet clearances and shower size.
Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4).
Standard bracing or engineered design (Section 2326.11.3).
Clerestory requiring balloon framing and/or engineering.
Three story building requiring engineered calculations and plans.
Foundation plan complete enough to construct building.
Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Rafter ties or bearing ridge beam.
Fireplace construction details and calc. if necessary.
Garage door and/or porch header sizes.
Stud heights.
Adobe soils - special foundation design.
Retaining walls requiring design.
Special Inspection requirements.
Header size.
Sheetrock nailing inspection required?
July 1996
3.2
r-'11-1 A 1--OUS rMMSTO LOOK OUT FO
stairway details: landings, rise and run, head clearance, handrails (section 1006). -
Fitwdrail details (section 509).
Brick or stone veneer (Section 1403).
Exterior plaster - weep screeds (Section 2506).
Proper roof pitch for roof covering (Section 1501).
Roof covering type - (fire hazard).
Foam insulation - protection.
36" halls and stairways.
Living area over garage - complete 1-hour separation requited on garage side including supporting walls and posts.
Two exits on three - story dwellings (Section 1003).
Underfloor access and ventilation (Section 2317.7).
Attic access and ventilation (Section 1505).
Combustion air for fuel burning appliances - L.P.G. requirements.
Noise requirements on duplexes.
Energy design.
Flashing at all exterior openings.
C.D.F. responsible area requirements.
July 1996 3.3
L
'
CERTIFICATE OF COMPLIANCE: Residential
Page 1
CF -1R
--------------------
Project. • Tit.le:
--=---------------------------------------------------------
ROBERTS 2207n ( BASE CASE)
Run: 374
16 -.Jul -98
Project. Address:
L...OT 4, EAGLE NEST DR.
ROBERTS 2207n
( BASE CAS
CHICO, CA. 9592.8
Door
Building Title:
ROBERTS 2207n ( BASE CASE)
Bui.l.d). Per t. #
Document. Author:
BOB METZGER O.D.S.
G%-/�R
18 0.058
Telephone:
530-342-9688 or 865-9688
PlanCheck /
Date
Compliance Method:
CALRES2Version 1.31
p 7"
/ Field Check /
Date
Climate Zone:.
11.
Floor
19 0.037
Crawl.space
GENERAL. INFORMATION
Conditioned Floor Area: 2207 ft -2
Building Type. SFD Single Family Detached
Building Front. Orientation: 349 deg (Nort-h)
Number of Dwelling Units: 1..00
Floor Construction Type: Raised floor
BUILDING SHELL. INSULAT1:ON
Component.
Insul Assembly
Type
---------------
R -value U -value
----------------
Location/Comments
----------------------------------------
Door
0 0.330
Out -side
Door
0 0.330
Unconditioned
Wall.
18 0.058
Outside
wall
13 0.088
Unconditioned.
Floor
19 0.037
Crawl.space
Ceiling
38 0.025
Attic
FENESTRATION
Area 11-
Interior
Exterior
Overhang
Frame
Orientation
------------------
( ft.2) "value 'Panes
----- ----- -----
Shading
----------
Shading
----------
and Fins
Type
Window North
119.6 0.750 2
Std Drape
Bug Screen
--------
Overhang
--------
Metal
Window East.
32..0 0.750 2
Std Drape
Bug Screen
Overhang
sMet.al
Window East.
35.6 0.750 2
St -d Drape
Bug Screen
Overhang'-.,;
WdDr/D.iv
Window South
107.0 0.750 2
St -d Drape
Bug Screen
Overhang N..Met.al.
Window West.
48.3 0.750 2
Std Drape
Bug Screen
Overhang
Metal
Window West.
20.0 0.750 2
Std Drape
Bug Screen
Overhang
Wood
Skylight.
8.0 0.800 2
None
None
None
Metal
THERMAL MASS Area Thio'
Type Exposed? (ft.2)~ <re��`rn/Comments
-----------------
t.r•i------.-----------------------�•--
Ty -tel :1
Intmassl Yes ;:1'.0 _.ior / INCLUDES TILE& MARBLE
HVAC SYSTEMS
Duct. Location
Type Efficiency and R -value
-------------------------- ---------- --- -----�----
Furna.ce 0.82 AFOE Crawl R-4.2
Air cond. -- central. split. 10.00 SEER Crawl. R-4.2
CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -IR
Project. .Tit.le : ROBERTS 2207n (BASE CASE..) Ruin: 374 1.6 -Jul -98
_________________________________________________________
WATER HEATING SYSTEMS
Distrib
Water
Water
# of
Energy
Volume
Wrap
System Name Type
--------
Heater Name
------------
Heater Type
-----------------
Ht.rs
----
Factor
------
(gal)
------
R-val
-----
------------
SOGALW/H Standard
50W/H
Storage gas
1
0.60
50
0
WATER HEATING SYSTEMS MISC
Solar savings Solar system
System Name fraction type
-------------------------------------
50GA1.._W/H -- --
WATER HEATER/BOILER DETAILS
Rated
Water Recovery' I nPLAt.
Heater Name Efficiency AFLIE (kBt.uh)
50W/H 76% -- 40.00
HYDRONIC DISTRIBUTION AND TERMINALS
System/Name Type Number
-------------- ------------- ------
None
SPECIAL FEATURES, REMARKS, AND NOTES
None
Wood stove Wood stove
boiler? boiler pump?
---------- -------------
No No
Pilot.
Standby Tank Light.
Loss R -value (Bt.uh )
-------------- ------
Pipe Pipe
run (ft.) diam (in)
-------- ---------
Instil Instil.
t.hck (in) R -value
--------- -------
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with the Energy Standards in Title 24, Parts i
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 or ient.a_.tions, any shading
feature that. is varied is indicated in the Special. Features, Remarks, and Notes
section.
CERTIFICATE OF
COMPLIANCE: Residential
Page
3
CF -IR
Project. Title:
ROBERTS 2207n ( BASE CASE)
Run:
374
16-.7u1-98
DESIGNER OR OWNER
KENNY ROBERTS
5867 COHASSET RD.
CHICO, CA. 95973
345-5970
Lic #:
Signed
ENFORCEMENT AGENCY
Name:
Title:
Agency:
Telephone:
DOCUMENTATION AUTHOR
BOB METZ_GER O.D.S.
BOB METZGER O.D.S.
170 RIO LINDO
CHIC_.O , CA . 95926
:530-342-9688 or 865-9688
Dat -e Signed Date
Signed Date
COMPUTER METHOD SUMMARY Page i C -2R
Project. Tit.le: ROBERTS 2207n ( BASE CASE) Run: 374 16 -.Jul -98
Project. Address:. LOT 4, EAGLE NEST DR. ROBERTS 2207n (BASE CAS
CHICO, CA. 95928
Building Ti.t.le: ROBERTS 2207n (BASE CASE) Building Permit. #
Document. Author: BOR METZGER O.D.S.
Telephone: 530-342-9688 or 865-9688 Plan Check / Dat -e
Compliance Met.hod: CALRES2 Version 1.31 Field Check / Dat -e
Climat-e- Zone: 1.1
ENERGY USE SUMMARY (kRt.0/f t.2 -yr )
Energy Ilse St.a_.nda.rd Design
Space Heat.ing
15.00
Space Cooling
1.3 .14
Wa.t.er Heating
11.19
Tot -al
39.33
GENERAL._ INFORMATION
Conditioned Floor Area:
Building Type:
Building Front. Orientation:
Number of Dwelling Units=
Number of St.or ies:
Proposed Design
---------------
15.50
1.0.90
10.76
-------- Complies
37.15 Yes
2207 ft -2
SFD Single Family Detached
349 deg (North)
1.00
1
Floor Const.ruct.ion Type: Raised floor
Number of Conditioned Zones: 1
Total Conditioned Volume: 20599 ft -3
Conditioned Footprint. Area: 2207 ft -2
Ground Floor Area: 2207 ft -2
BUILDING_, ZONE INFORMATION
Floor
Zone Area volume.
Name (f t-2) (ft.3)
---------------------------
House 2207 20599
OPAQUE
SURFACES
Surface Area U- Insl. Tru
Type (f t-2) value Rval Azm
---------- ------ ----- ---- ---
Zone = House
Door
Door
Wa 1.1.
Wall
Wa 11.
Wall
Wa 1.1.
Wall
Wa1.1
Type
Conditioned
Thermostat.
Type*
------------
CEC Standard
Vent. Vent.
Height. Area.
(ft) (ft.2)
2'0" 27.7
Slr Const.ruc:t.i.on
T1t. Gns Type Location/Comments
--- --- ------------ --------------------------
20.0
0.330
0
349
90
Yes
30 -Wood
17.8
0.330
0
259
90
No
28x68 -Wood
260.6
0..058
18
349
90
Yes
W19.EA4
2.4.8
0.058
18
34
90
Yes
W19.EA4
391.2
0.058
1.8
79
90
Yes
W1.9.EQ4
18.2
0.058
18
124
90
Yes
W19.E04
424.0
0.058
18
1.69
90
Yes
W1.9.ER4
347.0
0.058
18
259
90
Yes
W19.EO4
252.2
0.088
1.3
259
90
No
W1.3.2x4.1.6
Outside
Unconditioned
Out.si.de
Outside
Out -side
Outside
Out.si.de
Out -side
Uncondi.t.ioned
COMPUTER METHOD SUMMARY Page 2 C -2R
Project. Title= ROBERTS 2207n (RASE CASE_.) Run= 374 16 -Jul -98
OPAQUE SURFACES continued
Surface
Area
U-
Insl
Tru
Slr
Construction
Wind
Type
( ft.2 )
value
Rva.l
Azm Tlt.
cans
Type
Location/Comments
----------
Wa.l.l.
------
24.8
-----
0.058
----
18
--- ---
304 90
---
Yes
------------
W19.EQ4
--------------------------
Outside
Floor
2.207.0
0.037
19
-- 180
No
FC19.2x8.16
Craw.lspace
Ceiling
2.199.0
0.025
38
-- 0
Yes
R38.2x4.24
Attic
PERIMETER LOSSES
Perimeter Length F2 Insul
Type . (ft.) Factor R -vat
----------- -----=-- ------ -----
None
FENESTRATION SURFACES
Fenestration
Name
--------------
Zone = House
FII
F12
F21
F22_
F23
F24
F25
F31
F L ].1
L11
L12
L13
L2_1FRCH
BLIIFRCH
B11
812
813
821
822
823
B2.4
R11
R12.
R13
FR11
SL1
I nsu.1.
Depth
(
in ) Location/Comments
----------------------------------------
Gla.zi.ng
Area Tru Open Frame Chara.ct.r
Type (ft2) Azm Tlt. Type Type Name Comments
---- ----- --- ------------------------------- ----------------
Wi. nd 23.3 349 90 Slider Metal OPER/st-d
Wind 2.3.3 349 90 Slider Metal OPER/std
Wind
7.8
349
90
Fixed
Metal
OPER/st-d
Wind
7.8
349
90
Fixed
Metal
OPER/std
Wind
1.2
349
90
Fixed
Metal
OPER/std
Wind
12.0
349
90
Fixed
Metal
OPER/st-d
Wind
1.2
349
90
Fixed
Metal
OPER/std
Wind
20.0
349
90
Slider
Metal
OPER/std
Wind
23.3
34
90
Slider
Metal.
OPER/st-d
Wind
8.0
79
90
Slider
Metal
OPER/std
Wind
16.0
79
90
Slider
Metal.
OPER/st-d
Wind
8.0
79
90
Slider
Metal
OPER/st-d
Wind
17.8
79
90
Fixed
WdDr/Div
OPER/std
Wind
17.8
124
90
Fixed
WdDr/Div
OPER/std'
Wind
16.0
169
90
Slider
Met -al.
OPER/st-d
Wind
6.0
169
90
Slider
Metal.
OPER/std
Wind
15.0
169
90
Slider
Met -al
OPER/std
Wind
15.0
169
90
Slider
Metal
OPER/st-d
Wind
15.0
169
90
Slider
Metal
OPER/st-d
Wind
15.0
169
90
Slider
Metal
OPER/st-d
Wind
25.0
169
90
Slider
Metal
OPER/st-d
Wind
15.0
2.59
90
Slider
Met -al
OPER/st-d
Wind
10.0
2.59
90
Slider
Metal.
OPER/st.d
Wind
20.0
259
90
Fixed
Wood
OPER/st-d
Wind
2.3.3
304
90
Slider
Met.a.l.
OPER/st-d
Skyl
8.0
--
0
Fixed
Metal
DblSkylt.
COMPUTER
METHOD
SUMMARY
Page
3
C -2R
Project.
Title:
ROBERTS 2207n ( BASE CASE)
Run:
374
16-.iu1-98
GLAZING CHARACTERISTICS
Glazing
Charact.r
Glazing
# of
U-
SC Gl.s
Int.eri.or
SC Int. Exterior
SC Ext.
Name
------------
Type
---------
Panes
-----
value
-----
Only
------
Shade Type
----------
Shade Shade Type
------
Shade
OPER/st.d
Clear
2
0.750
0.880
Std Drape
----------
0.780 Bug Screen
------
0.870
Dbl.Skylt.
Clear
2.
0.800
0.880
None
1.000 None
1..000
OVERHANGS
Fenest.rat.ion
--------------------------
Above
Left.
Right.
Name
Height
Width
Depth
Glazing
Extension
Extension
F11
7'9"
3'0"
3'0"
4"
46'0"
5'6"
F12.
799"
390"
390"
4"
27,0"
24 *6"
F21
6'R"
i'2"
t3'F�"
3'4"
1510"
38'4"
F22
6'8"
1'2"
8'6"
394"
10'6"
42'10"
F23
110"
1'2"
8'6"
190"
15'0"
384"
F24
4'0"
'310"
8 "6"
1'0"
1.2'0"
39'6"
F25
19O"
192"
8#6&1
100"
10'6"
42'10"
F31.
510"
4'0"
2'6"
4"
5'2"
4'10"
FL -11
7'9"
3'0"
1010"
4"
11'0"
6'0"
_
L_1.1
4'0"
2'0"
1'8"
4'4"
34'6"
1096"
L12
410"
4.90"
118"
4'4"
20'6"
,22'6"
1...1.3
4'0"
2'O"
1'A"
4'4"
11'6"
33'6"
L21FRCH
6'8"
2'8"
20'0"
i'4"
4'0"
40'4"
BL.IIFRCH
6'8"
2'8"
9'O"
4"
f_3'0"
39'4"
811
490"
4'0"
2'6"
4"
54'6"
6010"
812
'3'0"
2'0"
?'f�"
4"
47'6"
15'10"
813
S'O"
.3.0"
2'6"
4"
2'6"
59'10"
B21
510"
3'0"
7'0"
1'4"
31.10"
.31'4"
822
510"
3'0"
790"
1'4"
28'0"
34'4"
823
510"
310"
790"
1'4"
25'0"
37'4"
824
5'0"
510"
7'0"
i'4"
14'0"
46'4"
R1.1
5'0"
3'0"
1'R"
4.4"
3910"
3.6"
R12
510"
200"
118"
4'4"
28'0"
15'6"
R13
4'0"
500"
118"
4'4"
10'6"
3010"
FR11
'719"
310"
1010"
4"
5'0"
12'0"
FINS
---=----------------------
Left. Fin
Right. Fin
Fenest.rat.ion
Ext.en
Dist.
--------------------------
Ext.en
Dist.
--------------------------
Fin
Fin above
t.o
Fin Fin above
to
Name
------------
Height.
--------------
Width Depth
------
Height. glzng
------ -----
gl.zing
------
Depth Height. glzng
------
glzi.ng
None
------ -----
-----
CnMPUTER METHOD SUMMARY' Page 4 C -2R
Project. Title: ROBERTS 2207n (BASE CASE) Run: 374 16-Tu1-98
THERMAL_ MASS
Vol. Cond-
Area Thck Heat. duct.- Construction Insd
Mass Name (ft.2) (in) Cap ivit.y Type Rval. Location/Comments
-------------- ----- ---- ---- ----------------- ---- -------------------------
Zone = House
Til.e 210.0 1.0 1.9 1.04 Tile 0 Interior / INCL.UDES TILE
SOLAR GAIN DISTRIBUTION
Fenestration Wi.nt.er Summer Target -t -ed
Name Fraction Fraction Thermal Mas -s' Comments
------------ -------- -------------------- --------------------------------
None
HVAC SYSTEMS
Duct. Location
System Name System Type Efficiency and R -value
-------------- ------------------------ ------ -------------
Zone = House
GasFur n. 82 Fur na.ce 0.82 AF1 lE Crawl.. R-4.2
ACsplit.10 Air Gond. -- central split. 10.00 SEER Crawl R-4.2
WATER HEATING SYSTEMS
Dist -rib Water Water # of Energy Volume Wrap
System Name Type Heater Name. Heat.er Type* Htrs Factor (gal) R-val
------------------------------------------------- ---- ------ ------ -----
50GALW/H Standard 50W/H Storage gas 1 0.60 50 0
WATER HEATING_, SYSTEMS MISC
Solar savings Solar system Wood stove wood. stove_.
System Name fraction type hoilnr? boiler pump?
------------------------------------------------------------
50GALW/H -- -- No No
WATER HEATER/BOILER DETAILS
Rated Pilot.
Water Recovery Input. Standby Tank Light
Heater Name Efficiency AFUE (kBt.Uh) Loss R-ValUe (Btuh )
50W/H 760 -- 40.00
1
PROPOSED CONSTRUCTION ASSEMBLY. Residential Page 1 Form .3R
Project. Title: ROBERTS 2207n (BASE CASE) 17 -Tut -98
Project. Address: LOT 4, EAGLE NEST DR.
CHICO, CA. 9592.8 Building Permit. #
Building Title: ROBERTS 2207n ( BASE CASE )
Document Author: BOB METZGER O.D.S. Checked By / Date
Telephone: 530-342-9688 or 865-9688
Compliance Method: CALRES2 Version 1.31
Assembly Name: W19.EQ4 r
Assembly Type: Wall Construction
Framing Percentage: 15e
Framing Type: CEC_16ocW
LIST OF CONSTRUCTION COMPONENTS
Thickness Resi.st.ance Resistance
Note: Winter' Value used for outside air film.
FRAMING ADJUSTMENT CALCULATION
Cavity Framing Total.
U -value : (1:/20.66 x 0.85) + (1./8.65 x 0.15) = 0.058 Bt.uh/f t.2 -F
Resistance:
NOTE
= 17.10 f t.2-F/Bt.uh
The values shown here are based on nominal data and do not. include surface film
adjustments, crawlspace resistance, or other modif icat ions mandated by the (-EC.
Material
( inches) at.
Ca.vit.y
At Framing
----------
la
------------
FIR2
--------- -----------
3.50
--
0.99
ib
R1.3Bat.t.
3.50
13.00
--
2
.62STUr_.r_.O
0.62
0.20
0.20
3
.5 -GB
0.50
0.90
0.90
4
R5 -RIB
1.00
5.11
5.11
5
Filmin 90
--
0.68
0.68
6
Spc.50"_Wall
0.50
0.77
0.77
Total
Unadjusted
Resistance (R):
20.66
8.65
Note: Winter' Value used for outside air film.
FRAMING ADJUSTMENT CALCULATION
Cavity Framing Total.
U -value : (1:/20.66 x 0.85) + (1./8.65 x 0.15) = 0.058 Bt.uh/f t.2 -F
Resistance:
NOTE
= 17.10 f t.2-F/Bt.uh
The values shown here are based on nominal data and do not. include surface film
adjustments, crawlspace resistance, or other modif icat ions mandated by the (-EC.
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 -I. MF -1R
---------------------------------------------------------------
Project Title......... MASTER PLAN Date........ 01/01/9.6
Project Address........
MASTER PLAN
---------------------
I
CHICO, CA.
j Documentation Author...
BOB METZGER
865-9688
;
Building Permit # ;
Company ................
BOB METZGER
0 D S
Telephone ..............
865-9688 or
342-9688
;
Plan Check / Date ;
Compliance Method......
Cv.�ref� 2C' 60-J6flS4Voy-;-Field-
Check/
Climate Zone...........
11
�erV�L
-Date
-;
----------------------------------------------------------------
i
- -------------------------------------------------------------------------------
i
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
binding minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklisto y.
BUILDING ENVELOPE MEASURES G
--------------------------
VesliAgn�-nforce-
er ment
*150(a): Minimum R-19 ceiling insulation. G1—�
150(0): Loose fill insulation manufacturers labeled R -Value. It
*150(c): Minimum R-13 wall insulation in framed walls
(does not apply to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors;
minimum R-8 in concrete raised floors.
150(i): 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 CEC quality
standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
i a. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
i b. Manufactured fenestration products have label with
certified U -value, and infiltration certification.
c. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
150(8): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets CEC 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 E-5
c. Flue damper and control
!; 2. No continuous burning gas pilots allowed. E to �w L-
0
A
110-13: HVAC equipment, water heaters, showerheads ana faucets
.certified by the CEC.
r
150(i): Setback thermostat on all applicable heating systems.
EA
150(j): Pipe and Tank insulation
1. Indirect hot water tanks (e.g., unfired storage tanks or
backup solar hot water tanks) have insulation blanket (R-12
or greater) or combined interior/exterior insulation (R-16
or greater).
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. All buried or exposed piping insulated in recirculating
sections of hot water system.
4. Cooling system piping below 55 degrees insulated.
5. Piping insulated between heating source and indirect
hot water tank.-�
*150(m): Ducts and Fans
1. Ducts constructed, installed and sealed to comply with UMC
sections 1002 and 1004; ducts insulated to a minimum
installed value of R-4.2 or ducts enclosed entirely within
conditioned space.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have
either automatic or readily accessible, manually
operated dampers.
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and no pilot light.
2. System installed with:
a. At least 36 inches pipe between filter and heater for
future solar heating.
b. Cover for outdoor pools or outdoor spa.
3. Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnace, pool heater, spa heater or
household cooking appliance have no continuously. burning
pilot light (Exception: Non -electrical cooking appliance
with pilot ( 150 Btu/hr.).�v
LIGHTING MEASURES
-----------------
Design- Enforce-
er went
150(k): 40 lumens/watt or greater.for general lighting in
kitchens and rooms with water closets; and recessed ceiling
fixtures -IC (insulation cov) approved.
er- - -- (see-
To G AI -
Be
I- .�
Be aware that glazing units t4
g g (including doors with
glass) must ,'have permanent NFRC labels. Glazing labels will -be
checked aga.inst-the Title 24 calculations at the -time of framing j
inspection. If the installed U-value'is of a lesser value, the Titley
24 calculations must be redone, and appropriate changes made to the
structure (e.g., this may include additional insulation, addition of
screening devices, reduction of window sizes, etc.).
Note that an Installation Certification Form CF -61Z is required to be
- -posted at the residence proper to the issuance of a Certificate of"'-
� Occupancy- This is in addition to the Insulation Certificate.
IF APPLIES GENERAL NOTES SHEET E
1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND
FLOORS)lb 6E CAULKED5 SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND
EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED.
2. ALL EXTERIOR PANELS EDGES TO BE CAULKED.
3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE
TO BE FULLY WEATHER STRIPPED.
4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS.
5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN.
DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT
ACCESSABLE FROM INSIDE F.P. AREA c) FLUE .DAMPER_ .TIGHT -F I TTI NG 8
READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING
DEVICE.
6. A/C DUCTS TO BE INSTALLED PER Me+ U.M.C. 8 INSULATED 0- INSUL.-
GAS EQUIP.) & (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. 9.4,st44,,.
7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF
4.0 LUMENS/WATTS OR GRATER.
8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C.
9. W.H. TO HAVE.
a) 1'-6" HIGHT PLATFORM.
b) . VENT THRU ROOF.
c) ADEQUATED CONBUSTABLE AIR VENTING.
d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE.
e) R-12 INSULATION WRAPPING.LJlr- kt.L0u_JC-p jR� wIANU�O -TU1 a�
f) R-4, INSULATION ON CIRCULATING SYSTEM.-
8)
YSTEM:g) CERTIFIED BY C.E.C.
10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT.
11. A/C UNIT TO HAVE
a) SIZED & CERTIFIED BY C.E.C.
b) SET -BACK THERMOSTATS.
12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT-
ION.TO HAVE MANUFRS. LABLED R -VALUE
13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION
OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR
WATER USE.
14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL-
LY WEATHER. STRIPPED.
15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR.
16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK.VENTS.
17. USE ELECT. OUTLET GASKETS @ O.S. WALLS.
18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE.
19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT-
OR -OWNER TO SUPPLY MAKE AND MODEL.
A
LAND DEVELOPMENT
OROVILLE / CHICO
BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No.
M I r-- Assocl�cc� S r
OWNERS A.P. `, Q
NAME knber4s `et NUMBER CL/ Un n
PRINT LAST NAME FIRST
ADDRESS / LOCATION:
COUNTY ZONING
DESIGNATION: ( FLOOD MAP: / FLOOD ZONE:
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: l )3 1 19-2- LOT _ BOOK 2 (O PAGE d ��
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 BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED.
1. Maintain a 50 ft. building setback from centerline of road.
—2. Maintain a ft. building setback from right-of-way/centerline
—3. Comply with Zoning code for building setback from road.
—4. Maintain a 100 ft. leachfield setback from all existing wells.
5. Maintain a 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.
C OND 11-1 o
N
11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $,
_ 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 Planning Division.
—15. All new residential buildings shall be constructed to comply with the requirements 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.
21.
22.
23.
—24.-
-25.
26.
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