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BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PER/M-IIT NO. t--;�3K
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PARCEL NO. �Z
- O I
ZONING
Atm ..
OWNER M
����
PHONE NO
53� 345-d65q
OWNER'S ADDRESS �0
n/_`�
�1 EJ-1-0(il/l
LOCATION OF BUILDING t�0 s � ti-CIZ �3w
rpw>M wrep�Q 6mt, . +ze turf 5auTQ �� ., qoo' - 5-10C .
USE OF BUILDING
05-S7-0cK �-M ( MPLA- M&j<rS I-1,
SIZE OF STRUCTURE
S4 77' SfYM2
—'X _ SO. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME --.,%— STEEL CONCRETE OTHER (Specify)
TYPE OF SIDING C LAP 5101
ROOF COVERING
CbMe
FLOOR TYPE
I Utjcwm- 5'.�
ESTIMATED COST OF CONSTRUCTION
j q , 51 & 4— C0 G 3- 4 3p L) 6) (o C) -7 -q
$ . Uc�
C44 1 GO qz.�/ 0 i✓ I>Q-e i P. — % �2'i �$ () 3 20�L
AG Buildings shall comply with the minimum frgnt, side, and rear yard setbac requirements of thea plicapl County Ordinances as
follows: ��s� i,/Vfj�/
FRONT SIDES REAR
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
declare under penalty of perjury that the building will be..used as stated about, and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to comply a requirements in effect at that time and before
occupancy.
Date 2- 04 Signature of Ownery
Permit Fee - l0q.17 ()
Receipt No. Sq -L4 U0 J
1
The above describetiXG Buildinq is exempt from,a buildi
Manager Buildi ivisi
r _I
By Date
White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant
w
NOTES. RESIDENTIAL
042-010-102 03-3272
o PERMIT NO MEYER, JAMES &,WENDY
465DANGELENA WAY, CHICO
a
Cont: OWNER
NEW SINGLE FAMILY
t
I-ri 01WV Ne 5 7- NOt7he &i-'
SPECIAL CONDITIONS
CHECKED-
BY
SRA
FLOOD CERTIFICATE REQ.
f
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS.
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HQ0SIN'G'L'ETTE'R fz
—os-�
OFFICE COPY
Ad s
GAS
t. Meter By Date_2L�,
:: E L E C RI
LECTRI
4 v
Meter By
Dates /'x
.1 7
—
JOB FINALED (D 5T
Signature
'4
I-ri 01WV Ne 5 7- NOt7he &i-'
SPECIAL CONDITIONS
CHECKED-
BY
SRA
FLOOD CERTIFICATE REQ.
f
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS.
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HQ0SIN'G'L'ETTE'R fz
—os-�
OFFICE COPY
Ad s
GAS
t. Meter By Date_2L�,
:: E L E C RI
LECTRI
4 v
Meter By
Dates /'x
.1 7
—
JOB FINALED (D 5T
Signature
'J=OK
0 = Not OK
. = NotReadyable
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2.
2. Soils; Special MH Support Sketch
3.
3. Sewer; Location -Test -Fall -C/0 -Concrete
4.
4. Water; Location -Test -Easement Needed (Sketch)
5.
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
6. Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or/ /" L "ft./ P LPG
7. Well Clearance & Disconnect
8. Utilitv Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test--Crossovers-Breakers-Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11..Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date . Card B-1
Date
1.
Card B-1 .. Date
Card B-1
Date
3.
Card B-1 Date
Card B-1
Date
PERMANENT END SYSTEM (ONLY)
6:
Elec.; Enclosures; Conduit Entries -Terminals -Listed
1.
Zoning Requirements -Setbacks -Easements
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards-Ins. to Main Conduit
2.
Footings; Size -Spacing -Marriage Line
10.
Plumb.; Cir. Test -Water Supply Test
3.
Blocking
Enclosure; Fencing -Alarms
4.
Gas; MH Test -Demand -Valve
5. Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11.
Verify #'s with Office
Date
Card B-1 Date
Card B-1
Date
Card B-1 Date
Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11..Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date . Card B-1
Date POOLS (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
t 4. Elec.; Receptacles.and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6:
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards-Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11. Light Niche
12.
Enclosure; Fencing -Alarms
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
J=OK
0 = Not
NotAApplicable RESIDENTIAL (Single & Duplex)
- =p
= Not Ready i
Date UNDFAF400R (Plans) OK except #'s
9l g., ain; Soils-Elec. Grnd.- " Ftg. epth
F ., Garage; Soils-Steel-Elec. Grnd.- /" Ftg. Depth
tg.,0orches & Decks; Soils -Steel-/ " Ftg. Depth
5. S mwalls, Main; Steel-Blockouts-Wrapped
Wa. Hold Downs and Special Anchors
7. Sla , Steel -Wrapped
8. ers-Fireplace Fto.-Steel
141 t , D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
fj
48- OYF, Gas Pipe; Size Anchors -Yard Gas P' g; Size Test
r W ipe; Test-Anchors-Requlator-Service Test
,9 lectric Un
r LP
nums &
I
ders-Sil
f t
1 Access &h
3 . ucts Insulation & Support
16. Insulation
Date L' V Card B-1 Date Card B-1
Dat , Card , Date Card B-1
Date I PLY,MglG(Permit) OK except #'s
Wafer Htr.; Vent -Access -Combustion Air Baffle
W.V.; Test Fittings & Anchor�lda*f'Fo_tection
Shower Pan; Test, First Floor -Tub Access
21 1qdTub & Shower"Second Floor -Tub Access
Gas Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTRI AL (Permit) OK except
sP24'Fixture &Transformer Clearan
& Switches at Doors
zo-Box,es & No. of Conductors Stapled
o Installed Close to Edge of Studs & C.J.
qu' round made up w/Mech Fasteners -Bond Gas & Water
Appliance Circuits in Kitchen & Conductor Size GFI 44
30. Subfeed Wire Size/ /qa. Cu or AI-A.C. Wire Siz " kcig Wor Al
Insulated Neutral 4JWs- ❑ No
32. Service -Riser Conductors & Ground Main Disconnect
earances Panels-Motors-Mech. Equip.
CI es Closet Light -Shower Light -Spa Light
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
3 . ucts Insulation & Support
ent n, Exhaust above insulation
3 . onclpeMe Drain & Overflow, Size & Grade
39. F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAfV�ING(Permit) OK except #'s
4 . Proper aterials & Anchors
Wall uds-Nailing Spacing & Braces -Plates -Sound
e g Walls over Ejpdr Nailing
rStop in Wall (ra
. ire ps, Furred Ceilings -Stairs -Chasers -Tubs
6.Keaders & Beams -Size & Bearing -
Date
1Z+'H ers-Post Caps -Anchors -Connectors
Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
cess; Size & Romex Protection -Draft Stop -Ins. Baffles
1 rm. Windows or Exiting Doors -Sill Ht. & Dimensions
ge Fire Protection FramiAg-RCXAannel
r rty Line Firewall & Openings
xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55 tairs: Width-Headroom-Rise-Run-Landina-Fire Protection
56 God on Roof Overhang -Attic Vents -Rafter Outriggers
idino-Nailino Veneer
58. Stdcero Mesh -Drip Screed -Fd. Vents-Underflr. Access
C59. azing Area -Glass Protection -Skylights -Plastic
K. Shear Walls; Nailing -Bolts
61. Brace Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. Infiltration -Ws -Windows
Date %--) Card B- Date Card B-1
Date Card B-1 Date Card B-1
Data FINA awl K e ept #'s
k!K Steps -Door & Sidelight Protection -Landings
,�rroke Detector
AK Furnace Vents -clearance -Comb, Air -Connector -
In Garaqe ve Floor-Ducts-Mech. Protection l
th Fixtures & Tub Ac(
& Subpanel, Breaker
J,1! ac,2,or'Stove, Clearance -Hearth
EI utlets at Wood Panel, Int. & Ext.
AKA-Fixt. & Appliance: Gaeund-Air-Gap-Cooking Clearance
7<,Ped-Outlets &5e6e-ptacles at Kit. Counter
- . Gvlge F' oor; Swinq-Landinq-Closure
A. uct in Garage -Damper
tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
i ara e• Above Floor-Mech. Protection
Plb ec. & Mech. Equip. Listed for Location
Receptacles in Garage (F.F.I.)-Romex Protection
Ins ion -Foam -Looked in Attic
8 uard Rails & Deck Construction -Post Caps
82. Fdn. VB nts & Crawl Hole Door Drainage & Wood -Earth
_ CI ance Looked under Flo ❑ Yes
Followin Id./Drive ❑ Yes o/Walks ❑ Yes /Planters ❑ Yes o
84. Stwc6o Brown -Finish
Cst3xc. Unit Disconnect, Electrical -Plumbing
86. YwifsAbove Roof, Plbg-Appliance-Fireplace-Clearance to Openings
W r Well, Disconnect, Electrical, Plumbing
E r Elec. Trim, G.F.I. Receptacle -Underground
. V it' n Throughout House
s Protection
Corrections from Previous Inspections
92. G es eters Tagged, Gas -Electric
er & Sewer Connected -C/O to Grade -HD Approval
Epre"ray Compliance Certificate -Other Certificates
Address Posted
96. Fire Sprinkler
Date _,Z0-05 Card B-1to Card B-1
Dat -0�, Card B-1 ate Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
-3 Z,7Z
INTER-D'E,PATMENTAL MEMORANDUM
j TO: BUILDING DIVISION, OROVILLE
FROM: �''l4, t , ENVIR. HEALTH, CHICO
DATE: 7z' b' 1
RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR
�� _ � .. _ • y s _ r ..+ - . ^-� �-'�'+�+tea _ ... . � .. � T t _ — _
OWNER NAME: � Q4WA SEPTIC: WELL:
AP#:
Of O —10 aL ADDRESS/LOCATION: 3 40-
Comments:
GL/memos/releasehold
DIMiTi 0
'IQP/4 c rr40
Certificate of Conformance
Certificate 054086
THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of
Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards
and associated specifications indicated below:
ANSI Standard A190.1-1992, For Wood Products — Structural Glued
Laminated Timber
NER-486 Glued Laminated Timber Combinations And "GAP"
Computer Program For Determining Design Stresses
AITC 117-93 — Manufacturing - Standard Specifications For Structural
Glued Laminated Timber Of Softwood Species
IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members
were produced in a manufacturing facility subject to regular audits in accordance with the Engineered
.Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the
manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify
conformance to industry standards for lumber grade and glueline bond quality.
I X y2 2%30.10 Vi U, Vi a yl 2. /fg 1 �% X
7xI6 '% s/Zx i13
BIZ
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W 0 049 �4
QIP 0 Rq
CM� S�L m by
z ' Thomas G. Williamson
Executive Vice President
F•
ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION
7011 South 19th Street - P.O. Box.11700 - Tacoma, WA 98411-0700
Telephone: (253),565-6600!- Fax Number: (253) 565-7265
r
9 zS-A 0_0'
f
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building,
permit.
uilding-
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as_follows;
Date 3 ?7 Q� OP RTY OWNERS:
State of California
County of
On "i' 13/G `/
before me,
personally appeared S I->' 14L1 C% rq personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s). acted, executed the instrument.
WITNESS my hand and_9fficial wl��
��I ' - 111111111111M
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I
Ilil �'I III � III' I
II IIII
D
® o NOTARY PUBLIC-CAUFORMIA
I I�I'I'�II II
My Comm. Expires Dec. 25, 2004
20m4-1Ilm
1 486 1
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
'
Recorded
Offi
Official Records
I REC FEE 10.00
I CONFORM 1.00
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
\
Couunt yOf
I COPIES 2.50
'�.1'�
BUTTE
TE
CANDACE J. GRUBBS
I
Recorder
I
ROSEMARY DICKSON
I
Assistant
I Travis
11:27AM 17 -Mar -2004
I Page 1 of 2
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building,
permit.
uilding-
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as_follows;
Date 3 ?7 Q� OP RTY OWNERS:
State of California
County of
On "i' 13/G `/
before me,
personally appeared S I->' 14L1 C% rq personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s). acted, executed the instrument.
WITNESS my hand and_9fficial wl��
��I ' - 111111111111M
. .-••• D.S. KIDD H.
y COMM. # 1288506
D
® o NOTARY PUBLIC-CAUFORMIA
Q COUNTY OF BUTTE
My Comm. Expires Dec. 25, 2004
Order No. BU -204057 DMP
Description
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
PARCEL I:
BEING LOT 3 AND ALL THAT PORTION OF LOT 1 AND LOT 2 LYING WESTERLY'OF THE
CENTERLINE OF MUD CREEK, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO
PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF Y`
MAPS, AT PAGE 27.
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS
RECORDED MAY 25, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-22042,
BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY
REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET
FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE,
ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION.
APN 042-010-102-000
PARCEL II:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES
OVER THAT PORTION OF LOT B LYING WESTERLY OF THE CENTERLINE, OF MUD CREEK,
AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP
WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE
OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE 27.
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BUILDING DIVISION
COd1N'TY10 F BUTT 4 - DEPARTMENT OF.DEVELOPMENT SERVICES
7'COUNTY�_Cff_K_TI�_ D'hIVE',- 0ROVI(LIE,--CALIFORNIA 95965'-TELEP HO - NE:, (530) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PERMIT NO.
0
-bP
building is def 6W "Agricultural building, is a structure designea'and constructed to house farm
ricu" ra defined a;-1 s:
s
imple�= , hay, grain,. poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitatio�lacb of employment agric'uitural products a-re—p-rUcessed., treated, or packaged, nor shall it be a
,Ola66 used by the P'ublic'.;'
ASSESSOR PARCEL NO.
ZONING
OWNER
PHONE,Nor
,OWNER'S ADDRESS
6,) (c
LOCATION OF BUILDING
K)
USE OF BUILDING
SIZE OF STRUCTURE
TYPE -OF CONSTRUCTION:
WOOD. FRAME X STEEL CONCRETE OTHER (Specify)
TYPE OF SIDING - LK9
J.D lie
ROOF COVERING7
LOOR TYPE
ESTIMATEDCOST OF CONSTRUCTION
?
AG Buildings shall comply with the minimum front, side, and rear yard setback. requirements of the applicaplee.. County Ordinances as
follows: 7,1 1 V V
//, V4;1
FRONT SIDES REAR
AG Buildings shall be.,a minimum of five (5) feet from any septic tank or leach fields.
AG buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehomd, and 23 feet from -a commercial building.
AG BOildings greater than 16OO sq. ft. in floor area shall be located a minimumof23 feet from a residence and a
mobilehome, and 40 feet from a'commercial building.
I declare under penalty of perjury that the building will be used as stated abou't,'and the 'purposed. usq_confirms with the
AG Building definition. If any change in use -Pr occupancy of the building is made, [will contact the BOilding Division and
obtain any necessary permits, inspections, and approvals to comply -witty the requirements in e'ff ectot that time and before
occupancy.
Date Signature of 6w'ner
Permit Fee (fi. C1 The above described AG Building is exempt fromla building permit.
KA'PA�
Receipt No.
P) � Manager BuildipgDivision
yyl
By
White —DPW, Yellow —Assessoi,"Bin*k — B. 1, Goldenrod
7.
'
Date
P
Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Mar -29-04 2:16PM; Page 1/1
BUILDING DIVISION
DEPARTMENT OF DEVELOHAENT SERVICES
�ROVILLE,'CALIFORNIA 95965 —TELEPHONE: (530) 538-7541
AAL'60LDING EXEMPTION PERMIT
pck �PERMIT NO.,
r04 - () 4;�_O
(i �gricukural buildingle-a structure. designed: and. constructed -to house farm
other horticultural products. This structure shall not be a place of human
_. egriculturat products af.a-pr.oces-sed; .tmatt d,- or packaged, nor shall it be a
Ncna used tiy/'ShA pubilC. .. '
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields:
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet1rom a residence, 10 feet from a
mobilehdme, and 23-teat-froma-commercial.huilding.
AG Buildings greater than .000 sq. It. in floor area shall be located a minimum of 23:feet from a residence and a
mobilahome, and 40 feet from a commercial building..;
I.declare under penalty- of• periury that the.building. will be used as stated about, and the purposed use cdnfirms with the
AG Building definition. It any change In use or occupancy of the building Is made, .1lfvilt contact the 8i�ilding Division. and
obtain any necessary perrnits,inspections, and approvals to comply: with the requirements in ettect�t that time and before
occupancy.
Date o4 Signature of Owner
Permit Fee -J1ifijW iU77'r S The above described-AGBuilding-is-exempt.fre a_buDding-permit.
• PA IRQQjI G��
.�
Receipt No.
Manager Buildi ivisi
Date
.By.
whit& — DPW. Yellow — Asage6or`Plnk — 8.1., Goldenrod —Applicant
PERMIT
LAST NAME
CONTRACTOR
STREET NO
USE
VALUATION
Bin
ANGELEN�
�G
MT -11 W-1 R
L
S PAIDS 2
S 3
S 4
PLAN CHECK ACTIVITY
Plan Chk-1: Chkd
Plan Chk-2: _ _ Chkd
Plan Chk-3: Chkd
Comments: 255 char max
RECEIPT
RECEIPT 2
RECEIPT 3
RECEIPT 4
APN
FIRST NAME 92uv
CITY/CTY
Cl.
f:7_Zft�iLl.7:1�71
FLOOD
Ild
APPLIED
ISSUED
FINALED
1:Return-1: Str Chk-1:
2: Return -2: Str Chk-2:
3: Approved: Str Aver:
25 char.
COUNTY OF BUTTE -.DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75403- 3; G z
(Rev. 12/96) i APPLICATION ANDPERMIT
ASSESSOR PAftVEL NUMBER , to -- ZONING�^�
BUILDINGPERMIT
OWNER ,ten Q�Q g TELEP )NEEESO.
1�J/3
FT. C. BUILDING
VALUATION
.OWN MAI NCi AD ES
CONTRA!0 NAME
r
TELEPHONE
'
,
00
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
•
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee
20.00
Permit Fee
$ .
ARCHITECT OR ENGINEER MAILING ADDRESS
A 0.Plan
Checking Fee
$ f6& .
BUILD t
Energy Plan Checking Fee
$
$
PERMIT FEE
$
LOT NO.
SUBDIVISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 2U.. -0
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFYEach
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
1 15.00
as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ sial bion ❑ Other ❑
Describe Work:
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE
S
ELECTRICAL PERMIT
Fling Fee 20.00
600'LES
Main Service 2001 OR LESS
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.POWEPPARATUS
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law f r the following reason:
f�, 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 Dwner 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.
❑ I 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.r—
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service. 200A TO 1000A
46.00
NEW CONST. DWIILNG OCCUP.
OR ADDNS. ( a ICC. eLnS.
SO
3.50
"ON -RID. T.MULT.' CIRCUITS
RROUTUI
@7,50
a SINGLER AOUTLET CSR.
Ex. Occup. OUTLET OR FIXTURES
@ 1'50
BA20 .00
FIXED
Ex. Occu . Dun s R °EA.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
$
MECHANICAL PERMIT
Fling Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
Z
PERMIT FEE
$ S S
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
/bf one hundred dollars ($100) or less.)
Ff 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'
compe sation laws of California, and agree that if I should become subject to the
fori rsompensation provisions of section 3700 of the Labor Code, I shall
w
fo with omply with those prov'
X Date
Signat Applicant - Owner ❑ Contractor ❑ Agent
S1 ctures over 3 r'
An permit is required for excavatio over 5'0" nd de olition or onstructio
Receipt No.
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INS TOR GOLDENROD -APPLICANT
Mobile Home Installation Fee
$
Energy Inspection Fee. $ �O
)7W TOT FEE $ ��
HAZ. I D. IVWD D
e.
CDF
I P
fro
5
This permit is hereby issued under the applicable provisions
of th u e County Code and/or Resolutions to do work
indi ated e r hich fees have been paid.
7 / Q
BY Da v 7
PERMIT EXPIRES ON 3 7 tj
Date
e) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - SU DING DI
7.County Center Drive s Oroville, California 95965 • Telephone (5 0) 538-7541 3,°�
Rev., 2/96) APPLICATION AND PERMIT !�
Zr 20MNG BUILDINGPERMIT
lSSESSORPARCEl�
.NUMBEA t �11
�11
DwNER ,� „ 4) U1�! 0 �II A Bul v L °� _ �L
CONSTRUCTION u9�6i
LENDERS MMUNG ADDRESS
ARCNnECT OR ENGINEER
ARCNRECT OR ENGINEERS MAILING ADDRESS
BUILD NG ADDRESS
t
0
Fireplace
Total Valuation $
ISE NO. Filing Fee $
Permit Fee
Plan Checkin Fee 0 $
Energy Plan Checking Fee $
$
PERMIT FEE $
(� (�Q EL MAP PLUMBING PERMIT
LOT N0. SUBD 0, C- 1 3 - 03 8 1- 1 (P -7 -q N �.�.0
j9 +S 1 %� Each Trap
USEOFSTRUCTURE Solar or heat um water heater
{ Water piping
SF ;a Duplex ❑ Mobilehome ❑ Other s�,Y Each gas water heater or vent
TYPE OF WORK Gas piping stem 1 - 5 outlets
New Addition ❑� Remodel 13, LEnos ❑ Installation ❑ Other ❑ Building sewer S G W
,� � Mobile Home
Describe Work: r J
.PERMIT FEE PAID
SRA
SHERIFF
OTHER
I
Tu
AMOUNT RECEIVED $
DATE RECEIVED
RECEIPT
a
V PERMIT FEE S
Mobile Home Installation Fee $
Energy Inspection Fee $ QEILH TAEE$
H0.Z 0.FEES D CDF
This permit is hereby issue under the applicable provisions
of the Butte County Code and/or
PERMIT FEE $
ELECTRICAL PERMIT
EOOv OR LESS
Main Service =A OR LESS
Main Service zooA To +000A
NEW CONST. DWEUJNG OCOUP.
OR ADDNS. ( & ACC.. BLDS.
N
20.00
Filing Fee- 20.00
7.00
23.00
15.00
1,57-
15.00
15.00rj'
15.00
@20.00
7.-.0 44
--"
g Fee 20.00
23.00
46.00
a7.50
� 6
Fix. occup. ounFT DR FxnlaEs aAL @ .so
FOtED APPLNS. OR 5.00
Fix. Occup. ounFls E.SID. EA.
Temporary Service 23.00
Mobfle Home Facilities
20.00
PERMIT FEE
MECHANICAL P RAflIT, Kling Fee 20.00
Heating 3fOh 1 � 5TOr
Cooling � I'01!` �
Hood 6.50 7-1
VentOatio �
Resolutions to do work
indicated above for which fees have been paid.
o�9�a•
By Date
PERMIT EXPIRES
ON
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
E.H. USE ONLY
Piot Pian Attachod
Floor Plan Anaetied
Son% to S.D. 24
/—//
AL�
Ilei, e.r Lbi- to earZdy G q 2 --b l 0 .- / D 2—
Owner
Owner loca on I AP#
Plan Approved for: Sewage Disposal Water Supply: Public
Clearance for / dwelling. Other b .rn-, c 0eg-1IL `rA
"'Hold _fi al _for:
arance O.K. for:'/
NOTE:
Private Well ��
lo5 -y3
Environ "nl Health Specialist Date
8/96
,.,. f..:;,:.ns,-•i.l"4 . <nnri't�.._�, �'.w+•-.-x;i#n';Wtv;.+c�•;•;:;i,^I''frti"+•c"`+."�'s''a'.:,;lr'Sta ', �q,,w'"P';""..^.-<,'�r.�7.'►',75,'•1';^:..;.'a;st+�`,;;(t:'..,.-�.i�
COUNTY OF OF DEVELO M OEJR�IC
-
ES BUILDING DIVISION
t 7 County Center Drive; Oroville, CA 95965 Phon (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBE v —fI v — j 02�-
?7 ^
Proposed Building Use: S Counter Technician: VIDate:
required in order to apply fora 11permit. All boxes MUST be checked OR marked NA in o er to apply.
Site plans, 3 or 4 sets, signed by the preparer of the plans.
Complete plans, 3 or 4 sets, signed by the preparer of the plans.
3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
. Energy compliance design and supporting documentation in duplicate.
6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate.
❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be
stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and
returned to the plan review line-up when required items are received.
Date Received By
18. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Site plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner ......................................
❑ 12. Hazardous Material Form...............................................................................
W4. Fire Sprinklers...................................................................................Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by
❑ 15. Other
ika.ining items needed to issue the permit. (May require additional plan review upon receipt 111 i )
Fees as shown on the attached Schedule of Fees Due Sheet ....................................... (�'►
7 Statement of Intent for Non -heated and A/C Buildings ........................................ ..
Sanitation and site plan approval from the Environmental Health Department inl.!
19. City of Chico Plumbing permit........................................................................ H
0. California Department of Forestry plan approval ❑ paid. Sent by:
21. Planning approval for A Use: O (B)Parking: C Parcel Check:
#02. Contact Land Development about ❑ Improvements, ❑ Drainage ........................
NPDESForm .............................. ...............................
Encroachment Permit for driveway from the Public Works Dept ................................. f ,
❑ 2 . Pre -Inspection forje wired ...........
( ..... ,,� I '•!{,'.' ;r
❑ 26. Contractor's license information. Number, Name Style, Classification ...................... 4-
❑ 27. Worker's Compensation Carrier and Policy Number ............................................. s
Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ........... :.........
9. Letter of Signature authorization....................................................................
Recorded copy of Agricultural Acknowledgment Statement ....................................
❑ 31: Manufactured home utility clearance...............................................................
❑ 32. Existing violations and/or expired permits.........................................................
❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 34. Other:
When issued Telephone and hold for pickup.
I have beer !nformed�of the above items and requirements for obtaining a building permit.
lf<
Applicant: Date-
1. Lai
Index pe is I• ation for the ab to s numbly" Plan Check Letter "' v
2. Addi 'dual �ite s required t 1'1
Contrctor!designer, owner, was dviYeabove
v ata q/phone, mai , ❑counter, by ��Date: 17,'
, U
Contractor, designer, owner, was a data by ❑phone, mail, ❑ counte Date:
Plans reviewed by: Date: Plans approved by: Date: c7
Structural reviewed by; Date: Structural approved by: Date: O
Note transfer by: Date:
Yellow: Building Division
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
1 SCHEDULE OF FEES DUE
OWNER
RSE.D BUILDING USE
l�
BUILDING PERMIT FEES
Balance Due ........ ....... .... $
Additional Fees Due ................. $
Additional Fees Due ................. $
Revised Plan Checking Fee ...... ...$
2. SCHOOL DISTRICT FEES
(paid at District Office) (Available after Plan Check)
�( SHERIFF FEES (paid at Building Division)
Residential ...................... x $360.00 = $
Units
Commercial (sq. ft.) ............... x $0.03 = $_
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... —x—=$—
# Units Amt.
Commercial (sq. ft.) ............ x = $
I\J4Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES
(paid at District Office) (Available after Plan Check)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
$89.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
_ 9. CSA 87 TRAFFIC FEE
$2500.00 (paid at Building Division)
10. OTHER
I
A.P. # 042 V 102
DATE 10 Z
REC IPT # DATE REC.
coq
At time of permit a tion, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be change unng th plan checking process.
APPLICANT /" _ l DATE 2- 3
Pursuant t ernment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above m y have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
(Rev. 6/00)
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner
,o%Z3J03
i
-Th W vlb M IT" M P�-'I
cfpeC-r Mit
Residential Development: (check one)
New Development ' " Alteration/Addition _Mobilehome(s).
x
'Total -Number of Dwelling Units
Comment.
_Non -Residential
to�'Residential
�r•
Building Department Representative gate ,
x
•
Chico Area Recreation and Park District(CARD) certifies that,
134-
(Applicant Name) X,(Phone Number)
Avc.
(Street Address)
L� vb
City)
0
(State)
9'S9z
(Zip Code
has complied with the requirements of Butte Co. Resolution No. 90-140 by
W
payment for dwelling units @ $1,189 for total payment of $ Mal
3 6
CARD Representative Date
PAID BY CHECK NO.
REMARKS:
BANK NO.
PAID BY CASH
RECEIPT NO.
Distribution: White --Applicant
Pink --CARD
park.fec (form revised 11/90)
0.3/0'/0+ #8960 ?WPM XM470TAL $1189.00
Yellow --Butte Co. Building Dept. n
Goldenrod --City of Chico Building Dept.
Property Location/Address
Subdivision
Lot No.
............... ... ......... ............................ z ......... . . ........ . ............
Residential Development Sq. Footage 70 70
No o Living Mobile Home Addition/ *Supplemental to (Group R)
Units Installation Conversion Permit #
*(No foundation inspection)
.. . ...
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)
._
Commer.cial/lndustrial,=-W4Sq- Footage
New _ ;�i. .,j. , 0 1,
'It - I I , t 1 . q- A- , -:�-
j (Including Exterior
Roofed Areas)
Building
District Identification No. C� L\
School District certifies that
P�
Date
0 IL a
(Applicant)
C C-�N-frm
(Street Addressl, (Phone Number)
(City) (State) (Zip Code)
has 'complied with the requirements of Resolution No.
representing square feet.
U X tw
School.Diisiirict Represe`nitative—
Paid by Check # \
\—\ Remarks:
by payment of $
2926 $
FULL 11117111GATION $
Date
Mcdc : You may protest the Imposition of the fen Identified above by submitting a written protest to the District, In compliance with
Government Code Section 66020(a), within 90 days, from the date fen we paid. Failure to submit a timely written protest wlll'prohibit
you from challenging the Imposition of the fen In any cowl'action.
: If, sub"quent to the School District Repuentative signing this butts County Schools Impact Fee'C"ficatim Form the School District Is
by the spoicelft Local Planning Agency that this project Is being reviewed under the CaliornlsEnvlrormrrmsrAal clusilty, Act (CEM),
We p aj PI may be sublect,to additional school
ft" to fully niftigate.fte InViod an the school disbieft schicals.
• White (applicant), Yellow (building department), Pink (school district) fesform:xls 00/03)dmm
f.
1 Li
AND WHEN RECORDED MAIL T0:
1.
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
COPY of Document Recorded
17 -Kar -2004 2004-0014861
Has not been compared with
original
BUTTE COUNTY RECORDER
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building
permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,
and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals,
including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations
including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,
smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on
adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm
operations.
All that real property situate in the County of Butte, State of California, described as follows:
Sl7f✓ ATIA t4E-D
r
1 '
Date ?j o$ OP RTY OWNERS:
Clo
State of California )
County of )
On %'/3/C
before me,
personally appeared _ ✓,}��<<.. I� i� g i T r personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed
to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS my hand and official s
Signature Seal:
A.P. # v 42 --ow jp Z «•••• D.S. KIDD 11.
COMM. 11288506
NOTARY PUBLIC -CALIFORNIA
Q COUNTY OF BUTTE
My Comm. Expires Dec. 25, 2004
N
Order No. BU -204057 DMP
Description
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
PARCEL I:
BEING LOT 3 AND ALL THAT PORTION OF LOT 1 AND LOT 2 LYING WESTERLY OF THE
CENTERLINE OF MUD CREEK, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO
PRUNE ORCHARDS", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF
MAPS, AT PAGE 27.
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS
RECORDED MAY 25, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-22042,
BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY..
REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET
FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE,
ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION.
APN 042-010-102-000
PARCEL II:
A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES
OVER THAT PORTION OF LOT B LYING WESTERLY OF THE CENTERLINE OF MUD CREEK,
AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CHICO PRUNE ORCHARDS", WHICH MAP
WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE
OF CALIFORNIA, ON NOVEMBER 3, 1913, IN BOOK 7 OF MAPS, AT PAGE 27.
J,
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
FACSIMILE COVER SHEET
December 5, 2003
To: Michael Hubley
From: Linda Simpson
Subject: James Meier plans
Number of pages (including this cover sheet): 3
Telephone Number of Receiving Telecopier: 899-1102
If you do not receive all of the pages, please call (530) 538-7541 as soon as possible.
Sincerely,
Linda Simpson
Plans Examiner
December 5, 2003
James and Wendy Meier
66 Cottage Ave.
Chico, CA 95926
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 042-010-102
Building Permit Number: 03-3272
Thank you for submitting the plans for your building project. The plans have been reviewed, and
the plan examiner's comments are listed below. Please respond in writing to each item by
completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete
and clear response will expedite the re -check and approval of this project. A complete plan
review has not been done, pending the items below.
NO -TRUCTURAL COMMENTS:
The CBC requires that all rooms be a minimum 7' in any direction and have 70 square feet of
floor area. (inside dimensions) Your upstairs reading room does not comply. Please revise
,tWe plans.
Ae All habitable rooms require 10% natural light and 5% natural ventilation. You need 24
square feet of window, '/Z openable, in the game room. Please revise the plans. Have the
ditional glazing added to the energy calculations. (You may use openable skylights.)
Your energy calculations call out 2 water heaters and one HVAC system. The plans show 2
HVAC units and 1 water heater. Please coordinate. Show ALL HVAC systems on the plans.
The east elevation looks like it is showing 9 small windows in the family room above the
1 porch. If so, please include these on the floor plan. Also, there are 2 -2020 windows on the
ations that are not on the floor plan. Please put them on the floor plan also.
ease show the man - door at the left side of the garage on the west elevation.
Your energy calculations show the house faces 45 degrees northeast. This is incorrect,
probably because your plot plan shows east where west is, and west where east is. Please
/17 vise the plot plan and energy calculations so the directions and orientation are correct.
-calculated 4870 square feet of living area. This does not include the staircase.
S 1—ZCTURAL COMMENTS:
Provide 27' shear walls along wall lines B and D as specified in the structural calculations or
revise the calculations to match the plans. The plans show 15' of shear wall along wall line B
a 34' of shear wall along line D. The overturning calculations for wall lines B and D
specify one 27' shear wall.
Provide 29' of shear wall along wall line E,R as specified in the structural calculations. The
plans show 13'.
1 of 2
�ovlde 24.5' of shear wall along wall lines B 1 and 5,R as specified in the structural
3a4culations.
Provide adequate strap to resist overturning of the 12.5' shear wall along wall line 4,R. The
MSTC66 strap specified is not capable of resisting the overturning force shown in the
calculations. Please specify clear span and number of fasteners required.
5. Tease key the details on sheets S1 and S2 to the plans.
t rovide a separate ceiling framing plan showing where all ceiling joists bear. r11
;./Please
ease specify the roof slope on the plans.
provide calculations for beams B4 through B15 and beams B20 through B23. These
b m designs are missing from the calculation package.
VOOPOlease show all roof beams on the roof framing plan and all floor beams on the floor framing
/Framing
Specify floor joists and girders and show posts required to support beams on the floor
ng plan also.
sections must show how the building will be constructed, the materials used, beam
sizes headers, connections, insulation values, roof covering, siding, etc. Please add the
/rered information to your sections. Please provide an additional section through the
fastnook, family room, and master bedroom also.
e show how the decks will be attached to the house. Provide positive anchorage of the
deck ledgers to the primary structure in accordance with CBC 2320.13. Attachment may not
be accomplished by use of toenails or nails subject to withdrawal.
If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours
of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for
Linda. Philo will answer your structural questions.
Please refer to your Data Sheet for remaining non -plan check items. (You received this form
when you applied for your permit.) The counter staff will answer any questions concerning the
Data Sheet.
*Lina mson Philo Hunt, P.E.
Plans Examiner Plan Check Engineer
cc: Mike Hubley, P.E.
2 of 2
PLAN RE
In order to expedite the review of your plans, please complete �the fo�Ilo ing information SPONSE FORM
this form is not complete, as to all correction items, we will not be able t accept Your rensubmid return fo review your re -submittal.
response to every item requested in our plan correction letter. `By others'' is not considered a valid response. There
must be a vat
response to each item and the location where the information can be found on the plans/calcs.
ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN H► yoi
OWNERS NAME REVISED AND ORIGINAL PLANS.
DATE:
03-�327z
-AN CHECK ITEM # RESPONSE BY:
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PLAN REVIEW RESPONSE FORM
In order to expedite the review of your plans, please complete the following information and return this form with your fe_submi
this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. a v
response to every item requested in our plan correction letter. `My others" is not considered a valid response. Please
response
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response to each item and the location where the information can be found on the plans/calcs. Y
ATTACH THIS FORM TO A COPY OF YOUR PLAN OWTOW i �e� _
,:J-;�M&4
rAZE10.1,
B ME)EA
610
5 - 2-'DD'3
0-3 - 3-2-72-
In order to expedite the review of yoPLAN REVIEW RESPONSE FORM
ur plans, please complete the following information and return this form with your re-submi
this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. �'
response to every item requested in our plan correction letter. `By others" is not considered a valid response. There
must
vc
response to each item and the location where the information can be found on the plans/calcs. Y
ATTACH THIS FORM TO A COPY wF Yei jQ 01 e N o nneur . —
SE FOR PLAN CHECK LETTER DATED:
DQi� 2-M3
OS -3-2-7-2-
In order to expedite the review of youPLAN REVIEW RESPONSE FORM
r plans, please complete the following information and return this
this form is not complete, as to all correction items, we will not be able to accept your re-submiform with Your re -submittal.
ttaill ust
response to every l for review. item requested in our plan correction letter. 'By others" is not considered a valid response. plum be a Y
response to each item and the location where the information can be found on the pLTWcaics.
ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RE fllRN WITH REVISED AND ORIGINAL P
DINNERS NAME LAMS.
DATE:
1SSESSORS PARCEL NUMBER O�
PLAN CHECK ITEM # RESPONSE BY:
L
COMMENTS:
Fv>Dr, U91 Ni -
52`12
i -5a`12 S y s
-03 -3-272
S SND
gp-6 r F
A rwbe-r,
0 Water closet clearances (Uniform Plumbing Code 408.5).
IeShower compartment minimum 1024 sq. in 8 30'• circle (Uniform Plumbing Code 412.7).
17, Bing walls shall be supported on masonryor concrete foundations that shall be of sufficient size to support
RU loads (Uniform Building Code section 1806.3).
STRUCTURAL DETAILS:
1. Beed wall panels shall start at not more than 8 feu from each end of a braced wall line. Braced Wall panels
must be in line or offset from each other by not more than 4 fest (UBC section 2320.11.3). Spacing shall not
exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced wall
lines must be continuous throughout the structure. -
2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building
that do not comph with the Uniform Building Code. This must include the designees "weC stamp, signature,
registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets
of calculations.
3. Clerestory requiring balloon framing and/or engineering.
4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C�.
5. Floor construction details complete enough to construct building.
'Elevations and call consuvcdon details complete enough to construct building
7. Roof construction details complete enough to construct building.
--8% Fireplace construction details and calculations if necessay.
9. Garage door header size(s).
10. Porch header size(s).
11. Typical header size(s).
12. Stud heights.
13. High expansive soil — special foundation design required.
14. Retaining calls requiring design
15. Cr)�= wallboard nailing inspection required.
If the area below the lowest floor is fully enclosed. than a minimum of two openings are required with a total
net area of at least one square inch for every square foot of area enclosed With the bottom of the openings no
more than one foot above grade. Alternatively. certification may be prodded by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls.
Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction
design requirements must be shown on the building plans.
. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be
XY
designed and/or located so as to prevent water from entering or accumulating v6th the components during
conditions of flooding.
MISCELLANEOUS ITEMS:
Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003).
Guardrails (Uniform Building Code section 509).
Bride or stone veneer (Uniform Building Code section 1403).
Exterior plaster — weep screeds (Uniform Building Code section 2506.5).
Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2).
Foam insulation — protection.
36" haUs and stairways (Uniform Building Code section 1004.3.3.2).
Twro exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
. Attic access and ventilation (Uniform Building Code section 1505).
. Sound requirements.
12. Energy design compliance and supporting documentation.
CDF responsible area requirements.
BUII.DING PERMIT REQUIREMENTS:
1. ❑ SRA.
2. ❑ Flood elevation certificate.
3. ❑ Fire SprinlJers required
4. ❑ Special Inspection requirements.
5- ❑ Use Permit conditions.
6. ❑ Sub -Standard Housing lener.
PP.ce -- ')f
/uTr�
RESIDENTIAL PLAN
° REVIEW GUIDE
or~�e, .;.:," o SINGLE FAMILY, DUPLFXAND
n_ _.� MISCELL4NEOUSOMY
Owner. Building Permit Number: l0 �✓ " a
Plans Examiner: ,L;,dct A. P. Number:
EVER -AL:
Zoning requirements - (number of permitted living units).
Plans signed by the designer.
Proper description of work on the application (�
Existing violations on the property.
Recorded notice of violation. Building permit valuation. 9A_ jk�l
LOT PLAN: Complete parcel size and dimensions.O&V
Setbacks, side aid, easements, etc. N v
Other buildings or structures.
Grading. fills andior drainage.
Flood hazard a `
Special conditions on Parcel Map:
Noise Q SR.a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑
Federal Aid Route and/or Federal Aid Secondary Route setback requirement
Building or utilities across lot lines (Lot merger approval by Butte County Land Development)
FLOOR PLA`:
Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3
_ 104'0 of natural light and 5% of ventilation (Uniform Building Code section 1203).
Escape or rescue windows shall have a minimum net clear' operable area of 5.7 square feet. The minimrtmn net
clear openable height dimension shall be 24". The minimum net clear operable width dimension Shall be 20".
When %vtdou s are provided as a means of escape or rescue, they shall have a finished sill height not more than
44" above the flcor (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603.7).
Glazing in Hazardous locations (Uniform Building Code section 2406).
Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise pa'mitted in this
section. Kitchens halls. bathrooms and toilet compartments may have a ceiling height of not less than 7 feet
measumd to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.11
7All habitable rooms except kitcheas shall have an area of not less than 70 square feet and n less W �fied in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
GFCI in baths. garage. kitchen. wet bar. and exterior r=ptacles (NEC 210).
Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to
used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into abob
or bedroom (uniform Plumbing Code section 509.0).
Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. oris
a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code setxion 3043�
Garage fire%vall separation - required on garage side including supporting walls and Posts (Uui3brm 8
Code section 302.4 exception #3).
Under no circumstances shall a private garage have any opening into a room used for sleeping purposes
(U nifor:n Buildin; Code section 312.4).
Wood stove location - Alcove - URIC section 205 confined space & 223 unconfined space & 304.2).
Smok: detectors (Uniform Building Code section 310.9.1).
Pagel of 2
O.B.- I
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary delay
in processing and issuing your building permit. No building permit' will be issued until this
verification is received.
personally plan to provide "NO
or labor and materials for construction of the proposed
P P
operty im ovement : YES 0
i711h1ave
AVE HAVE NOT 0 signed an application for a building pem3it for the proposed work..
P
. contracted with the following person (firm) to provide the proposed construction:
NAME:
ADDRESS: CITY:
PHONE:
CONTRACTOR'S LICENSE NO.
4. I plan to provide portions of this work; but I have hired the following person to coordinate,
supervise, and provide the ai 3or work:
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
5. I will provide some of the work but I have contracted (hired) the following persons to provide
the work indicated:
NAME ADDRESS PHONE TYPE OF WORK
NOTE: This Owner -Builder Verifwation is required by Section 19831 and 19832 of the
California Health and Safety Codes This verification must be completed and
returned to our office before we are permitted to issue the permit
OVER
OWNER BUILDER INFORMATION
Dear Property Owner.
O.B.- I
An application for a building permit has been submitted in your name listing yourself as the builder of property
improvements specified.
For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such
a permit Building permits are not required to lie signed by property owners unless they are personaHy pig their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business
license from the city or county. They are also required by law to put their license number on all permits for which they
apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should
be aware of the following information for your benefit and protection:
♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
wod= compensation insurance, disability insurance costs, and unemployment compensation contributions.
♦ There may be financial risks for you if you do not carry out these obligations, and these rids are especially serious
with respect to worker's compensation insurance.
♦ For more specific h6m2ation about your obligations under Federal Law, contract the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are performing their own work personally.
h2ftna m about licensed cofactors may be obtained by contrarling the Contractors State License Board m your
community or at 1020 N Sire, Sacramento, CA. 95814.
Please complete the "Owner Budden Verification" on the reverse side of this form so that we can confirm that you
are aware of these matters. The building permit will not be issued umtil the verification is retuned.
ly>
hfrc 1 C. Vi ira, C.B.O.
er, Building Inspection
NOTE: Ykis Owner -Builder Lvfomzadon is required by Section 19830 of the California Health mrd Safety Code.
OVER
VerticalTechnology
Engineering
383 Rio Lindo Ave Suite 200, Chico, CA 95926
Ph. (530) 899-8716 Fax (530) 899-1102
Email MDHPE@sbcglobal.net
Structural Calculations
Client: Jim and Wendy Meier
Project: Meier Residence
Location: Chico, CA
1
Cn
No. C < �
` Covkv
Of CA%S
-�c
03 -SZ-72-
BUTTE
3'Z72.BuTTE COUNTY
BUILDING DIVISION
APPROVED _.
ZI/7' 4-10 f - p
Attention: This engineer is not responsible for onVerei
ection to assure compliance with the
standards, sizes, materials, or workmanship specifiedThis engineer is not responsible for any
structural element or system not specifically noted i of specifications unless authorized in
writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted
construction practice, the latest edition of the Uniform Building Code, and local building department
standards.
�\ VERTECH ENGINEERING PROJECT:
5/22/03
STRUCTURAL NOTES
1. GENERAL
A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES.
B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS
ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS
WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO
RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
C) _ THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY
NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE
FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES
SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC.
D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE
CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT
ARE SHOWN ON THE DESIGN DOCUMENTS.
E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY
DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH
CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER.
F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE
RESPONSIBILITY OF THE CONTRACTOR OR OWNER.
2. SITE WORK / FOUNDATIONS
A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A.
B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT
MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO
THE ATTENTION OF THE ENGINEER.
C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY
OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE
CONSTRUCTION OF THE FOUNDATIONS.
D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE
BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER
LOCAL REQUIREMENTS)
E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL.
F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM
OF 10 FEET HORIZONTAL.
G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS.
H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES.
USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO
DAYLIGHT.
I) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE
FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE
FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC.
4. CONCRETE / REINFORCING
A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O.
C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI.
D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI
REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO
e ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY
WEIGHT.
E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST
EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19.
F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A
SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY
ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2"
SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME
SUB -SLAB BUILDUP AT ALL OTHER AREAS.
G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS
REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED.
I) REINFORCEMENT COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"
CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/i'
#6 BARS AND LARGER 2"
CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %"
J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O.
K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT.
L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY
SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT.
VERTECH ENGINEERING PROJECT:
5/22/03
5. MASONRY
A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE
SINGLE OR DOUBLE OPEN END BOND BEAM UNITS.
B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3.
C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A
MINIMUM STRENGTH OF 2,000 PSI.
D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0".
E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL.
6. FRAMING/LUMBER
6-1 MATERIALS:
A.) SHEATHING:
1. ROOF SHEATHING: SEE PLANS
2. FLOOR SHEATHING: SEE PLANS
3. WALL SHEATHING: SEE PLANS
B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O.
GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER.
GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN -AN APPROVED FABRICATORS SHOP IN
ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE.SUBMITTED
TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC
1704.6.2.
C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN.,
AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481
D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR
BOLTS AND 2" X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0"
MAXIMUM FROM EACH END OF EACH PIECE.
E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR
W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O.
1. STUDS SHALL BE STUD GRADE OR BETTER.
2. ALL POSTS SHALL BE DF -L #1 U.N.O.
3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O.
4. 2X JOISTS SHALL BE DF -L #2 U.N.O.
5. CONCEALED BEAMS SHALL BE DF -L #2
6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER)
F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF
FOUNDATION, NAILS SHALL BE GALVANIZED.
G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND
WITHOUT EXCESSIVE RUST.
H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED
FASTENERS
I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER
THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O.
USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE
RIM OR 1 '/. LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS).
6-2 GENERAL FRAMING
A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1.
B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER
MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE
SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING
MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE
EFFECTS OF SHRINKAGE.
6-3 BEAM FRAMING
A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED
TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O.
B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST
SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED.
ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT
BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER,
STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC...
C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS
SPANNING GREATER THAN 10'-0"
1 10
VERTECH ENGINEERING PROJECT:
5/22/03
6-4 POSTS/TRIMMERS
A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT
FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS.
B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE
TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O.
6-5 WALL FRAMING
A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL
OCCUR AT THE CENTER LINE OF SUPPORTING STUD
TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE
U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O.
B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0"
C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-
BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS
RECOMMENDATIONS AND CURRENT ICBG REPORT.
D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X
PLATES (AND SHIM AS REQUIRED).
E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED.
STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE.
F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME.
STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE.
6-6 CONNECTIONS
A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.
B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE
BEARING AGAINST WOOD.
C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE
CLOSING IN OR AT COMPLETION OF JOB.
D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
7. DESIGN LOADS
A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.
B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF
C) SEISMIC ZONE: 3
D) WIND SPEED: 75 MPH EXP B
PROJECT_ IV/ t tr VERTECH ENGINEERING
ENGINEER
ENGINEER AJ
DESIGN OF GC n U-0 LoaJS
4 -
PAGE -4 -
DATE O3
C).L.
ply
2.5
l F �.•�
2.6
roo L 2 Cps (re.dutc'Oc., -1--o Ko
at 1 �5,vsr
floof
-5c\ S YY) 1 c Qc.
wa1 - ► Cod-�) 1��,�-)
I�, 200 I1�
-45) 2ab I�D
coDo k' - C C�31 � 2) , o C 1 t��S-� �) --�:
(o) (.s(o 16
,
ps
(2` o -n n.)
3-4) 2(�i.6
�3�-,2IC�Ib
PROJECT ^-7 -P
/-\.�
ENGINEER `�
-- DESIGN OF Lakin
8
VERTECH ENGINEERING
1-1y) ci Lavou
PAGE
DATE
1997 UBC Wind Loads
VerTech Engineering
(UBC CH16 DIV III)
Project: Meier Residence Date: 5/22/2003
Comments:
Wind Speed: 75 mph
Importance:
1
7.3
Exposure: B
-6.3
-6.8
-7.3
❑ One Story or Partially Enclosed Multi-StoryStructure
-11.7
-12.6
-13.5
Primary Frame
Elevation
Elevation
Elevation
Method A
15
20
25
Windward Wall
7.2
7 88
3
Leeward Wall
-4.5
-4.8
_ -5.2
Roof `
-14.5 11.6
-15.6 12.5
Wall Elements
Leeward or Flat Roof
-6.3
-6.8
-7.3
Windward Roof
11.6
12.5
Enclosed and Unenclosed Structures
_Slope <2:12_
-6.3
-6.8
-7.3
2:12 to <9:12
-8.1 2.7
-8.7 2.9
-9.4 3.1
9:12 to 12:12
3.6
3.9
42
>12:12
6.3
--6.8
7.3
Wind Parallel to Ridge
-6.3
-6.8
-7.3
Method B
-11.7
-12.6
-13.5
On Vertical Projected Area
-11.7 11.7
-12.6 12.6
-13.5 13.5
Structure <= 40' High
11.7
12.6_
13.5
Structure >40' High _
12.6 �
13.6
14.6
On Horizontal Pro.ected Area
-6.3
-6.8
-7.3
Elements and Components not in areas of discontinuity��"
-14.5 11.6
-15.6 12.5
Wall Elements
-22.3-24.0
2:12 to 7:12
All structures
10.8
11.6
12.5
Enclosed and Unenclosed Structures
-10.8
-11.6
-12.5
Partially Enclosed
-14.3
-15.5
-16.7
P_ arapet Wallsw _____._.....�.�.._
-11.7 11.7
-12.6 12.6
-13.5 13.5
Roof Elements
Enclosed and Unenclosed Structures
Slope <7:12
-11.7
-12.6
-13.5
7:12 to 12:12
-11.7 11.7
-12.6 12.6
-13.5 13.5
Partially Enclosed
Slope <?:12 __..._..
-15.2
-16.5
-17.7
2:12 to 7:12 _
-14.3 7.2
-15.5 7.8
-16.7 8.3
>7:12 to 12:1_2
-15.2 15.2
-16.5 16.5
-17.7 17.7
_ _
Elements and Components in areas of discontinuity
Wall Corners -13.5 10.8
-14.5 11.6
-15.6 12.5
Roof Eaves, rakes or ridges without overhangs
Slope <2:12 -20.6
�.__...__.._....___._.-_......__.._.�...__...._._
-22.3-24.0
2:12 to 7:12
-23.3 -�-25.2__._.._
-27.1
>7:12 to 12:12
-14.3
-15.5
-16.7
Slope <2:12 at overhangs, canopies
-25.1
-27.1
-29.2
1997 UBC Static Seismic Forces
VerTech Engineering
Project:
Meier Residence Date:
Comments:
34.3
Units:
Zone =
3
(If T<.7, Ft=O)
Soil type =
sd •
Soil Profile Types
I =
1
Importance Factor Table 16-K
R =
5.5
Overstrength and Ductility Factor Table 16-N or 16-P
Ca =
0.36
Seismic Coefficient Table 16-Q
Cv =
0.54
Seismic Coefficient Table 16-R
hn = 22 HEIGHT TO ROOF)
Ct = ( =.020 FOR ALL OTHERS •
TA = Ct(hn)—
STORY HT
Max TB = 1.4*TA
34.3
VEQ = (Cv*I''W)/(R*T)
8.3 34.3
Ft = 0.07*T*V
(If T<.7, Ft=O)
MF-TH A METH 13
T = 0.203
0.203 EQ:
CvI/RT = 0.4833
0.4837 V/W:
VEQ = 101.2
101 V:
Ft = 0.00
227
5/22/2003
Kips & Feet (UNO)
LEVEL
STORY HT
11 *Ca*I 2.5*Ca*I/R
34.3
0.0396 0.1636
8.3 34.3
5/22/2003
Kips & Feet (UNO)
LEVEL
STORY HT
HEIGHT
WEIGHT
HT. X WT.
VEQ
E VEQ
MOT
Diaphragm
ROOF
12
22
75.228
1655
18.9
19
227
19
10th
0
10
0
0
0.0
19
227
0
9th0
10
0
0
0.0
19227
0
.8th
0
10
0
0
0.0
19
227
0
7th
0
10
0
0
0.0
19
227
0
6th
0
10
0
0
0.0
19
227
0
5th
0
10
0
0
0.0
19
227
0
4th
0
10
0
0
0.0
19
227
0
3rd
0
10
0
0
0.0
19
227
0
2nd
10
10
134.216
1342
15.4
34
570
24
1st
0
0
0
0
0.0
34
570
0
I LUy.444 I Lyy/
PROJECT ' ' c,
ENGINEER Al
DESIGN OF L -G
VERTECH ENGINEERING
1 Loaci D eN e l oprnv,�n+
PAGE
DATE
A
C2� ��
�o' X
I. —
13.'/2
► �) 12 . Co ps
'20411
2 -
(22�
1-2 12, (opS.f -..
- � C 16
(-,I —0q'
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2.2)-�6
D --
( Ib' ` 12')
( 12,(, psf )
'2q 2.211
Errz-(,l-},°Ito'
(221 ,
ps-F�-���
, -16
E, I -
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I. —
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'20411
2 -
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12,�C ►3, E) p) --x.
, -16
I
r —
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r
PROJECT Mt..1
VERTECH ENGINEERING
ENGINEER AT
DESIGN OF La -k—00- i LoCj Derv/d o'
PAGE
DATE
ami
A
Z tom, 2�5� 16
cot.i v -r o W's
34- t Co I✓ t OCA ► —d co32'-� 16
�42
-
2). C 16, 40016-)--- 32.131 b
0323 lb .
PROJECT M(-'1
ENGINEER AT
DESIGN OF
VERTECH ENGINEERING
1_(--,o J DCAfeJ1 op rren -i-
2 - (-T--T-0 x42
PAGE '10
DATE S
�.-
5LS�,Ln ;,
B
w
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---4;--- ' N t I b
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PROJECT VERTECH ENGINEERING
ENGINEER AT
DESIGN OF
PAGE
DATE J
V\Jo
V\/I,ncj 06) !-SCSSM�C_
A
4q 14
2q 1
W
112 q
v\/
C., I�
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-
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22Co�
I Coq
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As=- -C 4)1
2n
22 IS
Shear Wall Design
Program
VerTech Engineering
Project: Meier Residence
Date:
5/23/03
Location:
Units (UNO):
lbs, in.
Panel Thickness
3/8
Panel Orientation
Short Dimension Across Studs
•
Nail Type
8d
Anchor Bold Diam.
1/2
Stud Spacing
16
in o.c.
Spec Grav Of Framing
0.5
Panel Grade
C -D, C -C, UBC 21-2, UBC 23-3
Fnd Sill Plate Grade
DF -L
AB In 2X Sill
620
AB in 3X Sill
730
Split Anchorage
Reduced
Index # Nail
Nail Length
Diam
Embed
Cd
NDSValue
Value
1 10d
3
0.148
1.50
0.84
118
100
2 12d
3.25
0.148
1.75
0.99
118
116
3 16d
3.5
0.162
2.00
1.00
141
141
4 20d
4
0.192
2.50
1.00
170
170
5 30d
4.5
0.207
3.00
1.00
186
186
6 1/4" Screw
0.25
2.00
1.00
220
220
7 3/8" Screw
0.375
3.00
1.00
400
400
8 A35
450
9 A34
365
Shear Wall Design
Edge Nail Allowable
SW Joint Fastening
SW Joint Fastening
AB Spacing
(ft)
Load
Fastener
Cond A
Cond B
Fastener
Cond A
Cond B
2X Sill
3X Sill
6 260
2
7.1
0
8
20.8
0
3.17
3.73
4, Note 1 380
2
4.9
0
8
14.2
0
1.09
2.56
3, Note 1 490
2
3.8
0
8
11.0
0
0.84
1.98
2, Note 1 640
2
2.9
0
8
8.4
0
NG
1.52
44, Note 1 760
4
3.6
Note 2
8
7.1
Note 2
NG
1.28
33, Note 1 980
4
2.8
Note 2
9
4.5
Note 2
NG
0.99
22, Note 1 1280
4
2.1
Note 2
9
3.4
Note 2
NG
0.76
1. Use 3X framing at adjacent panel edges and. stagger nailing
2. Condition B fastening is the same as for single sided shear wall with same edge nailing
VerTech Engineering
Project: t'l' ex-,
Engineer: �j
Design of : Shear Walls Frnminn
Page:
Date:_ )Z
Panel Shear Walls
Resistive A35 Sill
Lateral Wall Attachment Attachment
Load Length Length IMLh Load/ft Edge Nail
Wall(Ibs) nt (ft) LftI tn (in)
A 4914 22.5 22.5 22.5 218 6"
B
2722 ---.-(Is
27
27
101
611
C,R
6323
35
35
35
181
6"
C,1
9536
24
24
24
ag
D
2
2
27
27
27
101
611
E, R
6323
28 "
20'
28
28
226
611
E,1
8897
4 . 5
24.5
24.5
24.5
363
411
1
2041
7
7
292
4"
2
3326
14/
14
14
238
6"
3,R
2188
7
7
313
4" V"
3,1
4067
22.5
_7
22.5
22.5
181
61'
4,R
7904
12.5
.12.5
12.5
2" V/
4,1
10722
20
20
—6a2i
536
211
5,R
3564
24.
24.5
24.5
145
611
5,1
6336
14.5/
ol 14.5
14.5
43
311
6, R
2268
7 1
7
7
324
4"
6,1
5544
31
31
31
179
2
:j(2-tAr-AO) N(. -
r It -11)
VerTech Engineering
Project:
Engineer: AT
Design of : Shear Walls Stability
Page:
Date:
Overturning
Overall Resistive Gravity OT OT Righting Net
Length Length Load Height Moment Moment M/D
Wall (ft) (ft) (1h/ft) (ftl ffl-IM (ft-IKN IlM
A
66
, —
500
18
23587.2
9000
2926
B
C,R
27..- -
35
: o_
35 "00�
250
12
32664
91125
-1051
250
10
63230
153125
-2131
C,1
16
16
350
10
63573.3
44800
1453
D
7
250
12
91125
-1051
E,R
8
6
0
NCZZ�-
CW.
250
-.-32664--
10
16936.6
7031.25
1414
-
M
10
20880.7
8265.625
2338
4
4 V?
1& 250
12
12246
1531.25
3206
2
14
14
250
12
39912
24500
1678
3, R
10
7
50
10
21880
12500
1063
3,1
4,R
4,1
5,R
12
13
8
12/
(13) �12
13
5
350
>^ 150
300
150
10.
10
13
10
21690.7
79040
87116.3
7273.47
25200
11718.75k5479'
23437.5.
4800
-82
282
5,1
6,R
18
107
15
300
250
10
10
63360
22680
45937.5
12500
1862
1431
6,1
10
10 ✓
500
10
~ 25000
113
-17883.9
1pffz-
100-p-z-
A4 5 T -C, df a
rA 51z 6 b
f TV
TI't, 5 Is t(w t> or
-Design of: Shear Walls Stability
Segment
Segment
OT
Righting Net
Length
Height
MMT
MMT M/D
Wall (ft)
(ft)
(ft -1h)
(ft -IM /Ik\
A
4.75
12
12449
5641 1825
B
0
.0
0
0
C,R
0
0
0
0
8
10
31787
11200 2713
D
0
0
0
0
E,R
6.5
�1
14678
52811527
E,1
3.25
10
11802
2900
1
0
0
0
---2641
0
2
0
0
0
0
_3,R
0
0
0
0
3,1
-5
18
16268
4375 2466
4,1
0
7.5
0 --..
10
.- 0
40208
0
8438 43
28519 1639
5, R
19.5
18
51060
5,1
0
0
0
0
6,R
0
0
0
0
6,1
5.5/
12
11803
7563 1225
... ..... . .................
.......
. . . . ......... . .. . . .
.. . .....
10 -s
'p� "L
T
PROJECT
ENGINEER AJ
DESIGN OF Gc(a.,,/ i �-
VERTECH ENGINEERING
1 is
PAGE
DATE
�/ C
r I OW-e,C I ewe r'
PROJECT VERTECH ENGINEERING
ENGINEER AT
DESIGN OF G-avd-v Moo
GAQAGE-'-
. ......... ...
_DESIGN OF C-ja r isle A-
( beowr�S
T+ri6
I Z302 F-1-16
Nva Y1 R t* Jq Cj L - 2
-- *2 .�
_4110
BS r H cad lcr L
co "
b
PROJECT MIC-- t f -,C
ENGINEER 16\.T
DESIGN OF Gf-av
r
VERTECH ENGINEERING PAGE L
DATE V -J
TTrioor
1
G022 1
e T- 1 " JOG I
t I I& -:J I (.-C) iv,:�o
34b f4 -lb
v= 3C>
XI
1 5 -1 x 5 V2 L\) 1_
B19 'GJ
15 P D
12'/2'�40 sC !._1_...
P
3 V2. x C) 1/4 1_'/ I_
PROJECT Mc -cc VERTECH ENGINEERING PAGE 211+
ENGINEER A, DATE �a.
DESIGN OF Ccay i I
(bcanll
P 12 I`100 G rcd mac- L= q /z 1
b- Io'/2 rL)o�
/V 0 1 O, b-+1 -c4-110 q' wa 11
Q)'/12 I oo r
-T>r b '�=
FZ �- 233 X �o � Ib-►,�2
3 `/2 x q `/-- L\/ 1
G2(,o -- C,ara.g coor V4c aJc,/,r
= x,e-55 IR -16
V = 413316
- g S?_ x olz ►b -ie)'
I_=1(' 1
e cau- v qa �'Acr L- -= � -3 11-a I ",-�
VA 1 1.24 Ib
lb
��
f2 x c)Fll 0,�
PROJECT ` VERTECH ENGINEERING PAGE
ENGINEER AT
DATE '0 0
DESIGN OF G Yay A +\/ (becoy, s
cli-
2 0 2
o�
1 I /`b �i Tj 1 Pro I -50 s I(Q` o,G,
aC
Beam Sizer Design Program
VerTech Engineering
Project: Meier Residence
Date:
6/3/2003
Location: B1
❑ Valley Beam
Slope of roof
5 :12 Select Beam Width
1.5 in
Dead Load
�
16 psfFDF-L
❑ Round Member
Live Load
16 sf #2 Dimensional
P
❑ Horiz. Member
TULL Defl. Criteria (U)
240 360 Fb'
1537 psi
Length of Beam
12.5 ft Fv'
119 psi
Width tributary to beam:
2 ft
Unbraced Length
1 ft Height Required
7.0 in
CD 1.25 CF
1.20 A Req'd
5 in"2
CM 1.00 CV
1.00 S Req'd
10 in"3
Ct 1.00 Cfu
1.00 1 Req'd '
43 in^4
Cf 1.00 Cr
1.15 Controlling Design
.
Deflection
CH 1.00 Cc
1.00
CL 0.99
Fbe= 9105 le=
2.1
RB= 8.8 Fb*=
1553
Total Uniform Load
67 plf
Mmax
1302 ft -Ib
Vmax
417 Ib ❑ Shear at d from face?
EI Req'd
69 *10^6 #-in^2
,
L
(Beam
Sizer Design Program
VerTech Engineering
Project: Meier Residence
Date:
6/16/2003
Location: Typical 1 st Floor Joist
❑ Valley Beam
Slope of roof
0 :12 Select Beam Width
1.5 in
Dead Load
15 psf -
❑ Round Member
Live Load
2
40 psf DF -L # Dimensional
❑✓ Horiz. Member -
TULL Defl. Criteria (t)
240 360 Fb'
1164 psi
Length of Beam
8.75 ft Fv'
95 psi
Width tributary to beam:
1.33 ft
Unbraced Length
1 ft Height Required
5.4 in
CD 1.00 CF
1.30 A Req'd
5 in^2
CM 1.00 CV
1.00 S Req'd
7 in^3
Ct 1.00 Cfu
1.00 1 Req'd
14 in^4
Cf 1.00 Cr
1.00 Controlling Design
Bending
CH 1.00 Cc
1.00
CL 0.99
Fbe= 11870
le= 2.1
RB= 7.7 Fb*=
1170
Total Uniform Load
73 plf
Mmax
700 ft -Ib
Vmax
320 Ib ❑ Shear at d from face?
EI Req'd
24 *10^6 #-in^2
5
Beam Sizer Design Program
VerTech Engineering
Project: Meier Residence Date: 6/16/2003
Location: Typical 1 st Floor Girder
❑ Valley Beam
Slope of roof
0 :12
Select Beam Width
3.5 in
Dead Load
15 psf—�
❑Round Member
Live Load
40 psf
DF -L #2 Dimensional
Horiz. Member
TULL Defl. Criteria (I-/)
240 360
Fb'
1169 psi
Length of Beam
5 ft
Fv'
95 psi
Width tributary to beam:
8.75 ft
Unbraced Length
1 ft
Height Required
5.4 in
CD 1.00 CF
1.30
A Req'd
19 in^2
CM 1.00 Cv
1.00
S Req'd
15 in^3
Ct 1.00 Cfu
1.00
1 Req'd
17 in^4
Cf 1.00 Cr
1.00
Controlling Design
Shear
CH 1.00 Cc
1.00
CL 1.00
Fbe= 63984 le=
2.1
RB= 3.3 Fb*=
1170
Total Uniform Load
481 pif
Mmax
1504 ft -Ib
Vmax
1203 Ib
❑ Shear at d from face?
EI Req'd
30 *1016 #-in^2
Timber Column Design Values
Per NDS 3.7
VerTech Engineering
4X DF-L(N) #1
Fc
E
d
KCE
c
1000
1600000
3.5
0.3
0.8
Stabilitv Reduction
Column Capacity
Obs)
le (ft)
Cp
Fc' (psi)
4X4
4X6
4X8
4X10
4x12
5
0.83
829
10156
15960
21763
27567
33370
6
0.73
733
8975
14104
19232
24361
29490
7
0.63
625
7656
12031
16406
20781
25156
8
0.52
523
6409
10072
13734
17396
21059
9
0.44
436
5347
8402
11458
14513
17569
10
0.37
366
4484
7047
9609
12171
14734
11
0.31
310
3794
5961
8129
10297
12465
12
0.26
265
3241
5092
6944
8796
10648
13
0.23
228
2795
4392
5988
7585
9182
14
0.20
199
2432
3821
5211
6600
7990
15
0.17
174
2133
3352
4571
5790
7009
16
0.15
154
1885
2963
4040
5117
6195
17
0.14
137
1678
2636
3595
4553
5512
18
0.12-
123
1502
2360
3218
4077
4935
19
0.11
110
1352
2125
2897
3670
4443
20
0.10
100
1223
1922
2622
3321
4020
21
0.09
91
1112
1748
2383
3018
3654
22
0.08
83
1015
1595
2175
2755
3335
23
0.08
76
930
1462
1993
2525
3057
24
0.07
70
856
1344
1833
2322
2811
25
0.06
64
789
1241
1692
2143
2594
26
0.06
60
731
1148
1566
1983
2401
27
0.06
55
678
1066
1453
1841
2228
28
0.05
52
631
992
1352
1713
2074
29
0.05
48
589
925
1262
1598
1935
30
0.04
45
551
865
1180
1494
1809
Timber Column Design Values
Per NDS 3.7
VerTech Engineering
6X6 DF-L(N) #1
Fc
E
d
KCE
c
1000
1600000
5.5
0.3
0.8
Stabilitv Reduction
Column Capacity
Obs)
le (ft)
Cp
Fc' (psi)
6X6
6X8
6X10
6X12
5
0.94
943
28511
38879
49247
59614
6
0.91
912
27586
37618
47649
57681
7
0.87
872
26373
35963
45553
55143
8
0.82
821
24841
33874
42908
51941
9
0.76
761
23015
31384
39753
48122
10
0.69
694
20989
28621
36253
43886
11
0.63
625
18906
25781
32656
39531
12
0.56
559
16902
23048
29194
35340
13
0.50
498
15061
20538
26015
31492
14
0.44
444
13421
18302
23183
28063
15
0.40
396
11984
16342
20700
25057
16
0.35
355
10734
14637
18541
22444
17
0.32
319
9650
13159
16669
20178
18
0.29
288
8710
11877
15044
18212
19
0.26
261
7892
10762
13632
16502
20
0.24
237
7179
9789
12400
15010
21
0.22
217
6554
8937
11321
13704
22
0.20
199
6005
8188
10372
12555
23
0.18
182
5520
7527
9534
11541
24
0.17
168
5090
6940
8791
10642
25
0.16
156
4707
6418
8130
9842
26
0.14
144
4365
5952
7539
9127
27
0.13
134
4058
5534
7010
8486
28
0.13
125
3782
5158
6533
7909
29
0.12
117
3533
4818
6103
7388
30
0.11
109
3308
4511
5714
6917
VerTech Engineering
Project: M-C'� �'r Page:
Engineer:"' Date:
Design of: Floor Framing
Floor Loads
DL= 15 psf
LL= 40 psf
Floor plywood:
3/4" TBG APA rated plywood or OSB equivalent. Apply face grain perpendicular to
framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge
nail at boundaries, drag members and at blocking over and under interior shear walls.
Zloor Joists:
I Joists:
Use manufactured "I" joists (such as Truss Joists), and install per manufacturers
recommendations using L/480 deflection criteria. Use manufactured rim board
such as TimberStand with all "I" joists. Use a double rim board at all locations
where ledgers are installed at the rim (such as deck ledgers).
Sawn Lumber (SS)
Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6.
VerTech Engineering
Project:
Engineer: AT
Bsign of: Roof Framing
Page:
Date: Co C 3
Roof Loads
DL= 16 psf
LL= 20 psf Reducible to 16psf where slope > 4:12
Roof plywood:
1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to
framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge
nail at gable ends, drags (attached to straps), blocking and all supported edges.
Roof framing:
Cut and stacked roof systems shall be built to the conventional framing requirements of the
Uniform Building Code (UBC 2320-12). Purlins, braces, intermediate supports, and connections
shall be provided by the contractor which are capable of transmitting all gravity and wind loads
to the foundation. The following additional limitations shall apply:
1. Rafter Maximum Spans (24" O.C.)
a. 2X4 DF -L #2: 6-3"
b. 2X6 DF -L #2: 10'-0"
c. 2X8 DF -L #2: 13'-0"
d. 2X10 DF -L #2: 16'-9"
e. 2X12 DF -L #2: 20'-3"
2. Minimum Brace Size = 2X6
3, Maximum Brace Spacing = 4'-0" O.C.
Typical Headers (uno)
Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0".
Project:
Engineer:
Design of: Foundations
Soil Bearing:
VerTech Engineering
1000 psf
Concrete stem wall (Non -retaining): (fc'=2500 psi)
8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height.
Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O.
Masonry stem wall (Non -retaining):
Page:
Date: Co
—SJ
8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way.
Continuous footings:
(fc' = 2500
psi)
Width
Thickness
Cap (pin
Reinforcing
12
12
1000
(2) #4 cont.
15
12
1250
(2) #4 cont.
18
12
1500
(3) #4 cont.
24
12
2000
(3) #4 cont.
30
12
2500
(4) #4 cont.
Spread Footings:(fc'=2500
psi)
Reinforcing
Cap.
Connnector
Label
Size
Thickness
Ea Way
Kips
Simpson
F1
1'-0" Sq.
12
(1) #4
1
PB
F1.5
1'-6" Sq.
12
(2) #4
2.25
PB
F2
2'-0" Sq.
12
(2) #4
4,.
PB
F2.5
2'-6" Sq.
12
(3) #4
6.25
PB
F3
3'-0" Sq.
12
(4) #4
9•
CB
F3.5
3'-6" Sq.
12
(5) #4
12.25
CB
F4
4'4" Sq.
12
(5) #4
16
CB
F4.5
4'-6" Sq.
12
(6) #4
20.25
CB
F5
5'-0" Sq.
12
(7) #4
25
CB
F5.5
5'-6" Sq.
12
(5) #5
30.25
CB
F6
6-0" Sq.
18
(8) #5
36
CB
F6.5
6'-6" Sq.
18
(9) #5
42.25
CB
Note: Bottom
of each footing
shall be at least 12"
below finished grade or as per local requirements.
—SJ
RESPONSE TO PLAN CHECK
Project: Meier Residence
Lot 6 Angelena Way
Chico, CA
APN: 042-010-102
Building Permit Number: 03-3272
Structural Plan Check Comments:
1) See attached revised calculations
2) ' There is 29ft of total shear wall length along the front of the house (E,R).
- (2) 7 1/2 ft panels and (2) 6 1/z ft panels
3) There is 24 1/2 ft of total shear wall length at front of house (E,1)
- (4) 3 1/aft panels and (2) 5 3/aft panels
4) See revised plan sheet 10 for HST5 callout
5) By others
6) By others
7) By others
8) See attached calcs for B4 -B15 and B20 -B23
9) By others
10) By others
11) By others
VerTech Engineering
Project: _ MQ'i�z�
Engineer: AJ
D@sian of: Shear Wallc Framinn
Page:
Date:
Panel Shear Walls
Resistive A35 Sill
Lateral Wall Attachment Attachment
Load Length Leth Length Load/ft Edge Nail
Wall lbs ) ngM M Ib/ft in
A 4914 22.5 22.5 22.5 218 6"
C,R
6323
s
181
6"
35
35
35
C,1
9536
24
24
24
397
3"
E, R
2722
21
1
MM224.1�1
28
�;Q
226
6 '
6323
28
28
6"
E,1
8897
24.5
24.5
24.5
363
4"
1
12041
7
7
7
292
4"
2
3326
14
14
14
238
6"
3,R
2188
7
7
7
313
4"
3,1
4067
22.5
22.5
22.5
181
6"
4,R
7904
12.5
12.5
12.5 ,
632
2"
4,1
10722
20
20
20
536
2"
5,R
3564
24.5
24.5
24.5
145
6"
5,1
6336
14.5
14.5
14.5
437
3"
6,R
2268
7
7
7
324
4"
6,1
5544
.31
31
31
179
6"
VerTech Engineering
Project: 'tAfj -CC Page:
�.
Engineer: A T Date:
Design of : Shear Walls Stability
Overturning
Overall Resistive Gravily OT OT Righting Net
Length Length Load Height Moment Moment M/D
Wall (ft) (ft) (1h/ft) (f+) (f+-IKN (f+_ihN ilk%
A
6
6
500
18
23587.2
9000
2926
C,R
11
'35
1;1
250
1
22$64<.8
63230
137852N98
153125
-2131
35
250
10
C,1
16
16
350
10
6357.3.3
44800
1453
, 1�;�.�
2;5,.0 5
1,2
�6u332
16936.6
1.�378�1:,
7031.25
6�7�6
1414
E, R
8-
8
250
10
E,1
6
6
500
10
20880.7
8265.625
2338
1
4
4
250
12
12246
1531.25
3206
2 _
14
14
250
12
39912
24500
1678
3,R
10
7
250
10
21880
12500
1063
3,1
12
12
350
10
21690.7
25200
-82
4,R
13
13
150
10
79040
11718.75
5479
4,1
13
13
300
13
87116.3
23437.5
5282
5,R
8
5
150
10
7273.47
4800
507
.5,1
18
15
300
10
63360
45937.5
1862
6,R
10
7
250
10
22680
12500
1431
6,1
10
10
500
10
17883.9
25000
113
Design of : Shear Walls Stability
Segment
Segment
OT
Righting
Net
Length
Height
MMT
MMT
M/D
Wall (ft)
(ft)
'(ft -lb)
(ft -lb)
(Ib)
4.75_
1825
ee�a�e�
a■e��es�
I -
as
ems■
PROJECT
ENGINEER
�- DESIGN OF
Res -o -14c en T
VERTECH ENGINEERING
C beanns
PAGE I
DATE
6
1302'f+-- Ib
El= Gc)xlo(p1b-lam
e2 x C6 Dv"" 9- ev f24, c) -c I
12)2 - Main
i2dqu L 2 Q Tom' 6= 121/Z r�e� '
20 b 4 -1b
i(�-4 lb
63-- H eacl -e, ' L -
_ f lb
FI.L.
IS SO -V4-16
0)•q 16
co x10 u::,# i
Kops-V' LU
P
PROJECT Mei lcc VERTECH ENGINEERING PAGE
ENGINEER
DATE
DESIGN OF Gf-av ti +
(bcaM6
B,4- G i f cjc c�
LL
O'. IS ps-c 01-
2
1-
E T-
V 6 L
M - ! G Sso� -Fj b
ET= 7OPq x906 1lb-`n2
°% 14 L\
6C0 L
-4'- I(oPsJ� DL
T --L-
4 ' 1 cops-� DL .- I
-4 1 G psi 1-1-
(e)
_1_( ) Qs -P LI_
5431b 1
(o A (^ Dd 1
r(o -t* 16
PROJECT_M���'
ENGINEER S
DESIGN OF Gr-av i }
VERTECH ENGINEERING PAGE 20
DATE
sOf nI C.. as C,Co
v =� 16
E L = T:3 x0D("
I0DF02. @j "24t%0,C.
Bc° - Citi I i n q Tc i' S A- S L.= 13
9
V = 15Go Ib
T= 24 x 1016_9,��
C� 10 - Cei I ; nc� �r�►S � 5 1_._ -- I �- ' T,r-�b = ► Co "cam. �1►
x� 1 2. "0,c
G ► f cicfc L - (o/2 l
M = klB2 fl-- t b
V _ ib 1b
E z = 20) -c 106 16
4 ve. G OF* `2
. PROJECT
ENGINEER AJ
DESIGN OF G( -C
VERTECH ENGINEERING
PAGE L
DATE !Za f O7�t
X12 _ G i r' cicr L ,V-Oo
4125 -r-4-16
210016
E I' - 167? x 10 (a 16- ; V12.
L = (o'/2 ) Tr; !�-� 1-4' rocs F
1/2 x �5 Vs LV L..
Long S payrn CT
E-= 104 x lo lo lb
2 x 10 DFty 2 ej V Co "O.C..
6 S — TyPlco1 Pcx&i Giccic' L = ICo
Tri b = Co coo
EZ = (ox 1 o c0 16 -in
Cox 10017A1
PROJECT M�' 1 t-��' VERTECH ENGINEERING PAGE Z
ENGINEER /\.T DATE
DESIGN OF Gra,,/J\
EDI(o - Porch Ra-Rer
L - '?-)' ,
Tr; b = 2 roof'
ki
x G �F"2ej
6►7�- T p�ca1 2,nd F L
M = 2(o -Z .4- 16 ooc
EZ= to(* 113-inz
Ti 1 P(. -o 1 I Co " 0 , C.
g ► S -Ica 1- 4er,- L = �- `/z ' T; b - 21/2 Cleo
M = 34(e) f4 ---Ib
V = 30c) 4 b
EI= (0)0on �
B1,9 - R ooc' Gi r8,c r
. _ E50016
DL -- L L
n :NUNN, in"MUNIS �al
ALM m
3'h, x C) 1/4 L--/ L
' •PROJECT
VERTECH ENGINEERIN PAGE 2�
ENGINEER AS G
DATE
DESIGN OF Grp v i
Cbe
B20 - R coc- G i f -d c(-
oc
�-
m = 4�6-7- -V+-1b
V = 2(O'N 16
F1= i -A10 (- Ib -,,n2
3 lh --C q,/4 L.\/ I-
62 oo 0 Com► r-cJ e,,r L. = (,/z , �ir; b = C)'4
floor
oor
V = 1 oSS`6
El= G()xI4(D 16-ir)2-
3'/2 x S'/2 .L\./ L
922 - Fl ooh' G � rd er L = d 3-'
rl(-) Ib - V 3
N1 = 25� 2q 4 1 b 9, via l 1
-+qzl Ib oor
� _= ►2�--Co x �O�° Ib- ink
3'/ -K 1 tel- Lam/ k-
623 - P I oox- G► c0 c r
�-- _ C)
Tib =Ia/2 rood
N1= C �s q ;+-16 q' ,nra 1 I
V = Co Ib
ET. � 4-Co2 xoOe lb n2
3 % x 9 `/+ LIs/ 1_
•PROJECT
VERTECH ENGINEERING PAGE
A
ENGINEER , DATE
DESIGN OF C rav i i
5
P 24- - Irl oo r G rd mac- L = cod
Tv - b = I Q'/2 o
V =
/4 Sq `2)'/2 " -c 100 r
E Z = 4G2 x Ip (, Ib_,`n 2
3'/2 x q 1/4 L\,/ L.
e2!5 -- Gary c) -u boor I --I c� o d cf L. !Z.10
�
P4
' V 25 3. 16
r=I- 233 X�o� Ib -►,2
G2Go -- Gara g b t cor H -c acle/c
NA = 1(, 533 -F -16
V = 413316
E-1 = G)S2 x ICS(°' Ib_i,n2
3'/2x14t✓��
124
�"T' � Cad- x t c� Ib -•n
L
rvib= 15�/2r
'PROJECT
ENGINEER
DESIGN OF G irav
VERTECH ENGINEERING
io
PAGE �-
DATE co4075
G- of cxgv CT A2- C� �
2023
0(-
I
f1 1-7/ib i� Ti I' Pro 1-50 P -.j IG" O,C.
National Pollutant Discharge Elimination System (NPDES) Phase II &
SWPPP Non -Certification for Project # for Butte
County Storm Water Permit Compliance
By signing below, I, the project architect/engineer of record, indicate that I am aware that a
construction project that disturbs more than 1 acre of land requires a Construction Storm Water
Permit from the State Water Resources Control Board. I, additionally, understand that it is the
project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm
Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources
Control Board to obtain such a permit. I, further, certify that this project will not disturb more
than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California
Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be
implemented to effectively minimize the negative impacts of this project's construction activities
on storm water quality. I acknowledge that it is my obligation to make the project owner and
contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure
their effectiveness. If, at any time, site conditions and/or observations by a County official
warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made
without unnecessary delay. I am aware that failure to properly implement and maintain the
BMPs necessary to prevent the discharge of pollutants from this project during construction
could result in significant penalties and/or delays.
Signed:
Title:
Date:
By signing below, I, the project owner/owner's agent, certify that I am aware that a construction
project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from
the State Water Resources Control Board and that it is my responsibility to submit a Notice of
Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00
made payable to the State Water Resources Control Board to obtain such a permit, if my project
disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1
acre of land. This document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified individuals properly
gathered and evaluated the information submitted. Based on my inquiry of the person or persons
directly responsible for gathering the information, I certify, to the best of my knowledge and
belief, that the information submitted is true, accurate, and complete.
Signed:
Title:
Date: `-f PO/L
NPDES & SWPPP Non -Compliance Certification Draft
Butte County Stormwater Plan
p.
TO LARRY PAINTER ETURN TO CHICO EH
SITE PLAN REVIEW APPLICATION
Date: �� �3 (o AP# 0 -G -0/D-/ �—
Permit Number (if applicable) Bin Number
APPLICANT INFORMATION Parcel Size:
Owners Name:
Owners Address:
Telephone No.:
Situs Address:
Proposed Use:
Residential
N,New Single Family Residential
❑ Single Family Addition.
❑ Mobile Home
❑ Residential Accessory
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
❑ Multi -family
Non-residential
❑ New Commercial
❑ Commercial Addition
❑ New Industrial
. ❑ Industrial Addition
Other
teptic
Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):_
❑ Single Family Remodel
❑ Commercial Remodel
❑ Industrial Remodel
„Well
❑ Agricultural Buffer Form ❑ Applicable N/A
DO NOT WRITE BELOW THIS LINE
DEVELOPMENT SERVICES INFORMATION (For Staff Use)
Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval
Site Plan Stamped Approved
By L10 Date 10—
E]
0
Page 1 of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
❑ Snow Load Area:
❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract
❑ Nitrate Action Plan (See Environmental Health for standards)
❑ Watershed Protection Overlay Zone (See attached standards and requirements)
❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required)
❑ SRA - (CDF to determine specific requirements)
❑ 100 -Year Flood Plain: (See attached)
• Flood Zone: i
• Flood Panel No.: 0 3 2-0 Index Date:
❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
❑ Chapman/Mulberry (See attached standards and requirements)
❑ Cohasset Area (See attached standards and requirements)
❑ Grading Zone (See attached handout)
Use Requires:
❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit
❑ Minor Variance ❑ Variance
❑ Detached Building Use Form ❑ Encroachment Permit
❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement
Zoning: A —
Applicable Building Setbacks:
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
C) G
Side
O
Side Street
Rear
J Q
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees Amount
❑ Fire
❑ School*
❑ Parks/Recreation
❑ Roads
❑ Sheriff
❑ Drainage
❑ NCSP/CSA 87
❑ Chico Urban Area — Road
❑ Thermalito Drainage Area
❑ Thermalito Urban Area
❑ Other
Subdivision Map Special Fees
❑
Water Tender
❑
Road Improvement
❑
North Oroville Area
❑
Other (per map)
Formula
* Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of
the building permit:.
Parcel Created By
Deeds:
Date of Creation: C) _ — 9 !S Legal Access Provided: ❑ No E Yes
Deed of Reference: 9 S — 43 8 9 Legal Access Required ❑ No ❑ Yes
Parcel Frontage on Publicly Maintained Road: Is No ❑ Yes, Road Name:
Complies with County Standards for Deed Creation:❑ No ❑ Yes
Comments: . Cr o _ C�
® Parcel Deemed to be legal
❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment
❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
Page 3 of 5
Subdivision ME/Parcel Map: C— H i r o P,2 U P S O P-6 14 n v2', 5
Map Date of Recording:
Lot: Z,/ F 3
❑ Use Permit/Minor Use Permit
Permit Number:
Book: 7 Page: 17
Date of Approval:
Parcel Map/Subdivision Map/Use Permit Conditions
❑ Comply with the following Conditions of Approval:
❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for installation of sprinkler systems in one
and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized
community water system, with hydrants that meet the Fire Department specifications, serves
the parcel.
❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission
requirements of the California Clean Air Act of 1988, as amended.
❑ Provide an erosion control plan for building and land disturbance. The Erosion Control PI
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate
. Battalion Water Tender Fund may be required.
❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
❑ Engineered foundations are required.
❑ Class A roofs are required.
❑ Property owners responsible for road maintenance, and stop sign maintenance.
❑a
Page 4of5
P
0
0
0
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CALarrys\Building Permit Site Plan Reviewl.doc
Page 5 of 5
t
Fire Prevention Bureau it esc a to Copy - Business
176 Nelson AvOnue California Department of Forestry Yellow Copy — Occupancy File
Oroville, CA 95965 and Fire Protection Pink Copy — Station File. '
Telephone 530-538-7888 Facility Inspection Report Occ. Class. /� 3
Fax 530-538-2105
Address: Business Name: Lt Pot-. y2 {3 �q �rQ�p p q jL-j
EE-
Owner/Manager: Bus: Hm: Fax:
Assistant Manager: Bus: Hm:
Building Owner. Bus: Hm:
Address:
AN 7NcpF!`T1n1%T nF VnITR FAC TLITV RFVF.ALF,D TRF FOLLOWING:
1.
Fire Extinguishers: Required, service due
10.
Exit(s) obstructed, inadequate,
2.
Extension cords: Excess use, defective
11.
Exit sign(s) required, illumination
3.
Excessive rubbish, trash, debris
12.
Exit sign lights need replacing
4:
Fire alarm system defective
13.
Exit lighting: Required, defective fps„
5'�, Sprinkler system: Service required, defective
14.
Smoke detectors: Required, defective "x
6.
Kitchen hood extinguishing system service due
15. Wiring: Exposed, damaged connectors, etc.
7.
Fire walls, ceilings, fire doors, draft stops
16.'
Heating'system: Defective appliance, flue combustibles
8.
Knox Box keys
17.
Address posted and visible from road
9.
Fire Drill Witnessed Yes ❑ No 08.
Other U A)
DETAILED EXPLANATION AND CORRECTIONS:
i.
Zjk5 14>,e --A) Ge— 41
APi� v� ,6 TO
1/0 � L
' a
i
6
Date- �! /D l Discussed with: Signed:
7(Print)
/ c . Inspeet
Battalion 1 2 3 r4)5 6 7 Station:
FIRE PREVENTION SAVES LIVES, PROPERTY, AND B t`INESS. YOUR
CORRECTING THE ABOVE LISTED ITEMS IS APPRECIATED. RE-wspi
M CORRECTED:
;ATION WITH
TE: --
G
METER LOCATION
rr AMP 3 PHASE POWER
400 AMP SINGLE PHASE POWER
FOR HOUSE
POWERPOLE WITH TRANSFORMER
17T UNDERGROUND CONDUIT
A. POWER
Mm
*\8' AG WELL
200' DEEP
Y
i .
NORTH
WEST -- EAST
SOUTH
P L A N
■ ■ is 0 SQ FT
FLOOR ! 0' SQ FT
T'OUSE 4870 SQ FT
972 SQ FT
AREAi ♦ i •
•c
0
PROPERTY DRESSi
■ w • WAY
CHICO,CA.
A.P.N.
i' / 00'
■ i
JAMES ■ ii
66 COTTAGE AVE
CHIC■ ` -i i
6
II
DRAWNi JAMESi
PHONE,HOME 530 343-7134
BUSINESS 530 345-0659 ' i'
PAGER 530 571-2171
1 SITE PLAN
FOUNDATION PLAN
3 1ST FLOOR PLAN
4 2ND FLOOR PLAN
5 ROOF PLAIN
6 N,& &ELEVATION PLAN
7 E,& WELEVATION PLAN
i
SECTION PLAN9 1ST FLOOR FRAME a
SHEER PLAN
10 2ND FLOOR FRAME ♦:
SHEER PLAN
11 CEILING FRAME
1, i, ;
AN
12 Sl
13 S2
__ _------r__ __.. __._.._,__ _ _ __�_.,_. .�.��_s...� — _.�._�._�._ ,. ._...- ---------- —_