HomeMy WebLinkAbout039-460-057Building Permit Number:
Owner Name: 00f 1 D
Residential Construction Requirements
IMPORTANT
This set of plans and specifications MUST be kept on the job site at all times and it is
unlawful to make any changes or alterations on same without written permission from the
k_ Building Division, County of Butte.
All materials and workmanship shall be in accordance with recognized good practices
and of a quality prescribed for the specific use in the 2001 California Building Code
(2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California
Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.)
COMPLY WITH ITEMS CHECKED BELOW
Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical,
H.V.A.C. equipment and services shall be a minimum of one foot above the elevation
shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate
will also be required
Note: We will normally accept the following as compliance with the flood elevation
requirements:
1. Building is anchored to concrete stemwall system with conventional anchor bolts.
2. Building plate on top of stemwall to be one foot or more above the 100 -year flood
elevation. (Plate height less than 24" above grade, or engineered design required).
3. Electrical, heating, ventilation, plumbing and air conditioning equipment and
facilities located above the plate.
4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total
net area of not less than 1 square inch for every square foot of enclosed area.
5. The bottom of the openings shall be no higher than 1 foot above grade.
6. The openings may be screened or covered with other devices that will permit
automatic entry and exit of floodwater.
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Page 2of 2
Building Permit Number:
Owner Name:
:� Parcel lies within the State Responsibility Area (SRA). Comply with attached
0,
requirements.
Fire sprinklers are required in this structure.
t, The following parcel map requirements shall be met:
t`- All structures and equipment including overhangs shall be clear of all easements.
A setback of feet from the side and ' feet from the rear property lines and 20
feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of
structures and equipment except for a 2 foot overhang.
Expansive soil may be encountered on this site. This condition may require the
foundation to be designed by a California registered engineer or licensed architect.
Re: Swimming Pool Safety Act
Clarification Of Enforcement In Butte County
Effective Date: January 19 1998
To Whom It May Concern,
OILIn December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back Page)
we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor
wording of the Act itself, a number of questions have arisen concerning compliance with the Act and are
how
to enforce it We have revised our letter to describe how enforcement will occur in Butte County,
an
again conducting a mailing to notify pool contractors.
This revised letter should clarify several common questions or problems concerning our enforcement of the
Swimming Pool Safety Act including:
1. In our review of legislative considerations, we discovered that when accommodation was provided
to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming
-existing pool or
perimeter fence was already in a res'dence its one side of an encace. However, in many caseslois
surewhichr
e 01
parcel enclosure, and unless entirely surrounds the
�
POOL installation of exit alarms alone does not constitute compliance.
2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform
Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing -
as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch
mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a
case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call
for clarification prior to installation.
3• All access gates through the enclosure shall open away from the swimming pool, and be is self-
closing with a self -latching device placed no lower than 60 inches above the gro
und. Th
includes large gates for vehicle access.
Should you have further questions concerning this matter, please contact this office at the address or phone
number listed above. '1
Sincerely,
i ael C. ieira, C.B.O.
M ager, Building Inspection
Couniq
IAND
OF NATURAL WEALTH AND BEAUTY
.tee = :r',•� � ..
� - ..�
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
.,......
••.5 •..
7 COUNTY CENTER DRIVE �- OROVILLE, CALIFORNIA 95965-339
.
TELEPHONE: (530) 536-7541
FAX: (530) 536-2140
'
October 6, 1999
Re: Swimming Pool Safety Act
Clarification Of Enforcement In Butte County
Effective Date: January 19 1998
To Whom It May Concern,
OILIn December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back Page)
we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor
wording of the Act itself, a number of questions have arisen concerning compliance with the Act and are
how
to enforce it We have revised our letter to describe how enforcement will occur in Butte County,
an
again conducting a mailing to notify pool contractors.
This revised letter should clarify several common questions or problems concerning our enforcement of the
Swimming Pool Safety Act including:
1. In our review of legislative considerations, we discovered that when accommodation was provided
to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming
-existing pool or
perimeter fence was already in a res'dence its one side of an encace. However, in many caseslois
surewhichr
e 01
parcel enclosure, and unless entirely surrounds the
�
POOL installation of exit alarms alone does not constitute compliance.
2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform
Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing -
as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch
mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a
case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call
for clarification prior to installation.
3• All access gates through the enclosure shall open away from the swimming pool, and be is self-
closing with a self -latching device placed no lower than 60 inches above the gro
und. Th
includes large gates for vehicle access.
Should you have further questions concerning this matter, please contact this office at the address or phone
number listed above. '1
Sincerely,
i ael C. ieira, C.B.O.
M ager, Building Inspection
''4
CALIFOkNIA HEALTH AND SAFETY CODE SECTION 115920-115927
115910. SWUKMING POOL SAFETY ACT
115921. As used in this article the following terms have the following meanings:
a) "Swimming pool" or "pool" means any stricture intended for swimming or recreational bathing that contains water over
18 inches deep. "Swimming pool" includes in -ground and aboveground strictures and includes, but is not limited to,
hot tubs, spas, portable spas, and non-portable wading pools.
b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for
the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located
on the grounds of a private single-family homes.
c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home.
d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance
standards of the American Society for Testing and Materials (ASTM), in compliance with standard E1346 -9L
e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access
from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be
battery operated or may be connected to the electrical wiring of the building .
• 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for
construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety
;�featutes:
a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923.
b) The pool shall be equipped with an approved safety pool cover.
c) The residence shall be equipped with exit alarms on those doors providing direct aces to the pool.
d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self -
latching device with a release mechanism placed no lower that 54 inches above the floor.
e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the
devices set forth in subdivisions a) to d), inclusive, as determined by the budding official of the jurisdiction issuing the
applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or
before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set
forth in subdivisions a) to d), inclusive.
115923. An enclosure shall have all or the following characteristics:
a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self latching
device placed no lower than 60 inches above the ground.
b) A minimum height of 60 inches.
c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches.
d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter.
e) An outside. surface free of protrusions, cavities, or other physical characteristics that would serve.as handholds or
footholds that could enable a child below the age of five years to climb over.
115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this
article.
115925. The requirements of this article shall not apply to any of the following:
a) Public swimming pools.
b) Hot tubs or spas with looking safety covers that comply with the American Society for Testing Materials Emergency
Performance Specification (ASTM ES 13-89).
c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety that
includes requirements that are at least as stringent as this article.
d) An apartment complex, or any residential setting other than a single-family home.
115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used
as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the
State Department of Social Services.
115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any
regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved
exc uenrely to local jurisdictions, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924.
i
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NGTES
RESIDENTIAL
PERMIT NO. -1-03-960 -057 04-1921
BOTELLO, ANN, '
9309 SARAH ANN CT, DURHAM F
Cont: CAREFREE T. OOLS
NEW POOL MASTER 502-01
SPECIAL CONDITIONS
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
�L
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S
1
,JOB FINALED(D e)
_�� O�
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Signature
CHECKED
BY
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-
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t:
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RESIDENTIAL
PERMIT NO. -1-03-960 -057 04-1921
BOTELLO, ANN, '
9309 SARAH ANN CT, DURHAM F
Cont: CAREFREE T. OOLS
NEW POOL MASTER 502-01
SPECIAL CONDITIONS
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
�L
t
S
1
,JOB FINALED(D e)
_�� O�
E
Signature
CHECKED
BY
J=OK
0 = Not OK
: - NotNo Readyab1e
1.
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
3.
1.
Zoning Requirements -Setbacks -Easements
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
2.
Soils; Special MH Support Sketch
6.
3.
Sewer; Location -Test -Fall -C/O -Concrete
Electric
4.
Water; Location -Test -Easement Needed (Sketch)
leonding; Metal w/5' -Circulating Equip. -Heater
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or / /" L "ft./ P LPG
7.
Well Clearance & Disconnect
8.
Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY),
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Blocking
4.
Gas; MH Test -Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged
9.
Exits
10.
License Decals
11. Verify #'s with Office
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date
Card B-1 Date Card B-1
k Date
Card B-1 Date Card B-1
Date
POOL ns) OK except #'s
ack asements
Soi ompaction-Structure Stability
col ructure; Steel -Connections -Thickness
D d Men -Lining
; Receptacles and Lighting, Distance-GFI
Elec.; Pool Lighting; 15 Volts-GFI
6. EI .; Enclosures; Conduit Entries -Terminals -Listed
leonding; Metal w/5' -Circulating Equip. -Heater
lec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enel`osures-Panelboards-Ins. to Main Conduit
9. alt eDartment ADDroval
Test -Water Supply Test
Niche
sure;I
Date -T.- Card B-1 -I-)(/ Date Card B-1
Date Card B-1 Date Card B-1
i
s��
J=OK
0 = Not OK
= Not Applicable
. = Not Ready
RESIDENTIAL (Single & Duplex)
Date
UNDERFLOOR (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1.
Zoning -Setbacks -Easements -Flood -Slope
49.
2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
50.
3.
Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth
52.
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
Property Line Firewall & Openings
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
55.
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
6a.
Hold Downs and Special Anchors
58.
7.
Slab, Steel -Wrapped
Glazing Area -Glass Protection -Skylights -Plastic
8.
Piers -Fireplace Ftg.-Steel
61.
9.
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Elec. Trim & Subpanel, Breaker Sizes & Labels
10.
UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
Stairs & Rails
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Fireplace or Stove, Clearance -Hearth
12.
Electric Underground
Elec. Outlets at Wood Panel, Int. & Ext.
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Elec. Outlets & Receptacles at Kit. Counter
15.
Access & Ventilation
Garage Fire Door; Swing -Landing -Closure
16.
Insulation
A.C. Duct in Garage -Damper
77.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
80.
17.
Water Htr.; Vent -Access -Combustion Air Baffle
81.
18.
Water Pipe; Test & Anchor -Nail Protection
82.
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
20.
Shower Pan; Test, First Floor -Tub Access
83.
21.
Test Tub & Shower, Second Floor -Tub Access
84.
22.
Gas Pipe; Sixe & Anchors
85.
23.
Fire Sprinkler; Test
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
Date
Water Well, Disconnect, Electrical, Plumbing
Card B-1 Date Card B-1
Date
Exterior Elec. Trim, G.F.I. Receptacle -Underground
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
24.
Fixture & Transformer Clearance -Ins. Protection
25.
Elec. Receptacles Spacing -Lights & Switches at Doors
26.
Size Boxes & No. of Conductors Stapled
93.
27.
Romex Installed Close to Edge of Studs & C.J.
94.
28.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
95.
29.
2 Appliance Circuits in Kitchen & Conductor Size GFI
96.
30.
Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al
31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al
Insulated Neutral 0 Yes 0 No
Date
32.
Service -Riser Conductors & Ground Main Disconnect
Date
33.
Equip. Clearances Panels-Motors-Mech. Equip.
Comments at Final:
34.
Clothes Closet Light -Shower Light -Spa Light
35.
Smoke Detector
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
36.
A.C. Ducts Insulation & Support
37.
Vent Fan, Exhaust above insulation
38.
Condensate Drain & Overflow, Size & Grade
39.
Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40.
Attic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FRAMING (Permit) OK except #'s
41.
Sills Proper Materials & Anchors
42.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
43.
Bearing Walls over Girders & Floor Nailing
44.
Draft Stop in Walls (rat proof)
45.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Date FRAMING (Continued)
47.
Hangers -Post Caps -Anchors -Connectors
48.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng.
49.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
52.
Garage Fire Protection Framing -RC Channel
53.
Property Line Firewall & Openings
54.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
55.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
56.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
57.
Siding -Nailing Veneer
58.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
59.
Glazing Area -Glass Protection -Skylights -Plastic
60.
Shear Walls; Nailing -Bolts
61.
Brace Interior/Exterior Wall Panels
62.
Insulation -Walls -Ceilings
63.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
64.
Ext. Steps -Door & Sidelight Protection -Landings
65.
Smoke Detector
66.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
67.
Bedroom Exiting
68.
G.F.I. & Bath Fixtures & Tub Access -Spa
69.
Elec. Trim & Subpanel, Breaker Sizes & Labels
70.
Stairs & Rails
71.
Fireplace or Stove, Clearance -Hearth
72.
Elec. Outlets at Wood Panel, Int. & Ext.
73.
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74.
Elec. Outlets & Receptacles at Kit. Counter
75.
Garage Fire Door; Swing -Landing -Closure
76.
A.C. Duct in Garage -Damper
77.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
78.
Plb.; Elec. & Mech. Equip. Listed for Location
79.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
80.
Insulation -Foam -Looked in Attic
81.
Guard Rails & Deck Construction -Post Caps
82.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor O Yes
_
83.
Following Instld./Drive 0 Yes 0 No/Walks O Yes O No/Planters 0 Yes O No
84.
Stucco Brown -Finish
85.
A.C. Unit Disconnect, Electrical -Plumbing
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87.
Water Well, Disconnect, Electrical, Plumbing
88.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
89.
Ventilation Throughout House
90.
Glass Protection
91.
Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93.
Water & Sewer Connected -C/O to Grade -HD Approval
94.
Energy Compliance Certificate -Other Certificates
95.
Address Posted
96.
Fire Sprinkler
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891.2834 (CHICO)
OFFICE #: (530) 538-7541 FAX#: (530)538-2140
WEBSITE: www.buttecounty.net\dds
PERMIT NO.
BPO41921
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
Issued Date: APN: 039-460=057-000
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
the Business and Professions Code, and my license is In full force and
effect.
License Class: License Number:
` s 3 Q
Site Address: 8309 SARAHANN CT DUR
Map Index:
Date: Contractor.
Description: NEW POOL GUNITE MASTER # 502-01
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: BOTELLO, ANNE ROXY
permit to construct, alter, improve, demolish, or repair any structure, prior
1439 LABURNAM AVE.
to its Issuance, also requires the applicant for such permit to file a
signed statement that he or she is licensed pursuant to the provisions of
CHICO, CA
the Contractor's State License Law (Chapter 9 commencing with Section
95926
7000) of Division 3 of the Business and Professions Code) or that he or
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than five hundred dollars ($500).):
❑ I, as owner of'lhe property, or my employees with wages as their
sole compensation, will do the work, and the structure is not
intended or offered for sale (Sec. 7044, Business and Professions
Applicant: BOTELLO, ANNE ROXY
Code: The Contractors' State License Law does not apply to an
owner of property who builds or Improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not Intended or offered for
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or improve for the purpose of
sale.).
❑ I, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
Contractor: CARE -FREE POOLS
not apply to an owner of property who builds or Improves thereon,
and who contracts for such projects with a contractor(s) licensed
9 ALYSSOM WAY
pursuant to the Contractors' State License Law.).
CHICO, CA 95927
O 1 am Exempt under Article 3 of the Business and Professions Code
(530) 3424639
Date: Owner:
License #: 380826
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self4nsure for
workers' compensation, as provided for by Section 3700 of the
Architect:
Labor Code, for the performance of•the work for which this permit
is I wed.
Engineer:
have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code„ for the performance of
the work for which this permit is Issued. My workers' compensation
insura carrier and number are:
Carrier. , �,,_,Q
Total Square Ft: 0 S. F.
4. 3
Valuation: $0.00
Policy #: (1? - 4
Census Code:
❑ I certify that in the performance of the work for which this permit is
issued. I shall not employ any person in any manner so as to
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date:
Applicant:
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, Interest, and attorney's fees.
•
- — CONSTRUCTION LENDING AGENCY �- _
_This permit Is hereby issued er the applicable provisions of the Butte County CodA 2nrUar
I hereby affirm that there is a construction lending agency for the
performance of the work for which this permit is issued (Sec 3097 Civ.)
Res utio to do worft IndlAtah above for which fees have been p'ald.- -
3-.a
Bv: Date:
Name:
d ��
Address:
PERMIT EXPIRES ON:
Date
❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
❑ Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
❑ Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substan of any official form or document of Butte County. I hereby
authorize rep r ntatives of B He County to enter upon the above mentioned property for Inspection purposes. /v
°
G/ Signature:
Print Name: [.�
Date: A��1�
0 Owner Contractor 0 Agent for Owner ❑ Agent for Contractor
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541
PERMIT NO.
DATE: 4% �
AP � � _ � � �
/L1
ZONING:
NEAREr CROSS STREET:
TRACT/LOT .
SITE ADDRESS:
D34124 19AW C -r
CITY, ZIP: `
I v 2 A -M
OWNER NAME: N ALL U
PHONE
3 7
STREET ADDRESS:
FAX:
-
CITY, ZIP:
E-MAIL:
APPLICANT NAME:
C42.�= p/LF odCS
PHONE
�/ - 39
STREET ADDRESS: ^ Q
FAX:
CITY, ZIP: I,C G
E-MAIL:-
CONTRACTOR NAME:
PHONE
STREET ADDRESS:
FAX:
Com, ZIP:
-
E -MAIL
LICENSE NUMBER ► 5-3
LICENSE TYPE
ARCHITECT/ENGINEER NAME: !L#m of
PHONE
STREET ADDRESS: , [ �
�i 2 -o/
FA X:
CITY, ZIP
LICENSE NUMBER:
E-MAIL:
DESCRIPTION OR SCOPE OF WORK: Aj 15 w ',v 6-/10 UAJ4D dQ6—
72--,
❑ Structure Built without permits
❑ Proposed Change of Occupancy (note previous use)
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after the date of application. In order to renew
action on an application after expiration, a new application, plans and fees will be required.
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made to
prior
the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan
checked and other department costs are not refundable.
For office use only:
Notes:
Application Received by:
Date:
Receipt number: � �� /} Amount Received:
J
7�5. vA? 9;
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
. PERMIT APPLICATION DATA SHEET
OWNER: Aa E) h e'll r�i ASSESSOR PARCEL NUMBER
Proposed Building Use: 1 R ) 6L " s-1 er Counter Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
1. Site plans, 3 or 4 sets, signed by the preparer of the plans. .
2. 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!
❑ 5. Letter from Engineer or Architect for truss design review.
❑ 6. Energy compliance design and supporting documentation in duplicate.
❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or frld plans, all in
duplicate.
❑ 9. 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.
❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate
❑ 11. Site plan and business license approval from the City of Biggs
❑ 12. Letter of intent for non-residential buildings
❑ 13. Detached Accessory Building Form filled out by the owner '
❑ 14. Hazardous Material Form
15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable.
❑ 16. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
❑ 17. Fire Sprinklers............................................................................................
❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by
❑ 19. Soils Report and/or Engineered Foundation required ........................................... .......,
❑ 20. Erosion Control Plan Required........................................................................ ........
❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet ..............................
❑ 22. City of Chico Plumbing permit........................................................................
❑ / 23. California Department of Forestry plan approval ❑ paid. Sent by: .............
C 24. Planning approval (A) Use:L.Lr-- Parking: (C) Parcel Check:
❑ 25. Contact Land Development about _ Improvements, _ Drainage ..... I ...................
*�► 26. NPDES Form.............................................................................................
❑ 27. Encroachment Permit for driveway from the Public Works Dept ...........................
❑ 28. Pre -Inspection for required.......
❑ 29. Contractor's license information. (Number, Name Style, Classification) ...................
❑ 30. Worker's Compensation Carrier and Policy Number ..........................................
❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) .....................
❑ 32. Letter of Signature authorization ...................................... :....................
.....""
El 33. Recorded copy of Agricultural Acknowledgment Statement .................................
❑ 34. Manufactured home utility clearance...............................................................
❑ -35. Existing violations and/or expired permits.........................................................
❑ 36. Deed Restriction.........................................................................................
❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $
❑ 38. Other:
❑ 39. Other:
When issued Telephone - and hold for pickup.
I have been informed of the above items and requirements for obtaining a building permit.
Applicant: Date:
per it application for the above i ms numbered: qV 1,J Plan Che c t
2. Additio I items required
Contractor, esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date:
esigner, o�j w advised of the ale tab phone, ❑ mail, ❑ cou by �_ Date:
Plans reviewed by: 1 Date: d '� Plans approved by: L/ Date
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
E.H. USE ONLY
" Plot Plan Attached
Rom Plan Attached
Sem to B.D. I
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
30 cke.
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private Well
Clearance for Other
Hold final for:
Final clearance O.K. for:
NOTE:
/ (z2
Environmental a th Specialist Date
8/96
Department
C-ount1
J. Michael Crump, Director
Public
f B u t
Works
LAND DEVELOPMENT DIVISION
Storm Water Management Program
7 County Center Drive
Oroville. CA 95965
(530) 538-7266
(FAX) 538-7171
National Pollutant Discharge Elimination System (NPDES) Phase II
Construction Storm Water Permit and Storm Water Pollution Prevention
Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI
Project Description: ipd'd
n
Project Location and/or Parcel Number: 2305;
0U4ft 0439- q66-- 0s7
By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB
1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit
from the State of California Regional Water Quality Control Board.
I am aware that submitting false' and/or inaccurate information or failure to apply for a Construction
Storm Water Permit from the State of California Regional Water Quality Control Board for a project
that disturbs one acre or more of land may result in revocation of grading and/or other permits or other
sanctions provided by law.
Signed:
Title:*
Date: 6
Less than 1 Acre NPDES & SWPPP Compliance Certification
Butte County Storm Water Management Program
Revised 5/12/04
SITE PLAN REVIEW APPLICATION
Date: % 0
Permit Number (if applicable) 0 V�-
Owners Name:
. AN
Bin Number
Parcel Size:
0,?9- X60 -DS7
Owners Address: / • Q �✓ �x D (V d 9 64X C-0 95
Telephone No.:
Situs Address:
Proposed Use:
Residential ,
❑ New Single Family Residential
❑ Single Family Addition
Mobile Home Residential Accessory -Pod
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
❑ Multi -family.
Non-residential -
❑ New Commercial
❑ Commercial Addition
❑ New Industrial
❑ Industrial Addition
Other
❑ Septic
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
❑ Single Family Remodel
❑ Commercial Remodel
❑ Industrial Remodel
❑ Well
❑ 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 Date 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) ached)
• Flood Zone: X/
• Flood Panel No.: jZ0Q7C DS?D G ` Index Date: (9
❑ Sacramento River Reclamation District (Approval must be obtained from the Calif mia 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: ! k— I
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]
I
Side
J
Side Street
Rear
5-1
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 = Formula
❑ 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)
* 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: Legal Access Provided: ❑ No
Deed of Reference: Legal Access Required ❑ No
Parcel Frontage on Publicly Maintained Road:' ❑ No ❑ Yes, Road Name:
Complies with Co ty Stand ds for Deed Creation:❑ No ❑ Yes ,
Comments: � el,Q _. AA (/�Q?•t s � �p? /(/
❑ Yes
❑ Yes
X03-0 �5--
® Parcel Deemed to be legal
❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation
❑ Obtain a Certificate of Compliance
❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment
❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
❑ Construct road to: - ❑ Meet Parcel size required by zone
❑ Meet current Environmental Health Department requirements
Page 3 of 5
Subdivision Map/Parcel Map:
Map Date of Recording: q ' ".I(o' d
Lot:Jr7
❑ Use Permit/Minor Use Permit
Permit Number:
Book: Page:
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 Plan
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
❑ 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.
Page 4 of 5
Y
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.
CALLatrys\Building Permit Site Plan Reviewl.doc
' r
Page 5 of 5
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.
CALLatrys\Building Permit Site Plan Reviewl.doc
' r
Page 5 of 5
NOTES
'fb
i
RESIDENTIAL
039-460-057 V63-0515
PERMIT NO. _ BOTELLO, ANNE
'730 7 SARAH ANN CT, DURHAM
NEW SINGLE FAMILY
OFFICE COPY
Address
GAS �7 ��•
� Meter By Dat
ELECTRIC
Meter By Date
SPECIAL•CONDITIONS
CHECKED
BY
SRA -
FLOOD CERTIFICATE REQ:
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS.
SUB -STANDARD HOUSING LETTER
' Y
1
JOB FINALED (Date) c3
i
Signature
4'
z
OFFICE COPY
Address
GAS �7 ��•
� Meter By Dat
ELECTRIC
Meter By Date
SPECIAL•CONDITIONS
CHECKED
BY
SRA -
FLOOD CERTIFICATE REQ:
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS.
SUB -STANDARD HOUSING LETTER
' Y
1
JOB FINALED (Date) c3
i
Signature
J=OK
0 = Not OK
. = Not Readyble
MOBILE HOMES
Date
MOBILE HOM9 UTILITIES (Plans) OK except #'s
Zoning Requirements -Setbacks -Easements
1. Zoning Requirements -Setbacks -Easements
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
2. Soils; Special MH Support Sketch
4.
• " 3. Sewer; Location -Test -Fall -C/O -Concrete
5.
4. Water; Location -Test -Easement Needed (Sketch)
6.
5. Electricity; Location-Clearances-Grhd-/ /Amp -Concrete
7.
'6. Gas; Location -Test -Wrap;-/ /" L 'ft.
/ P Nat. or / /" L "ft./ P LPG
8.
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert.
10. Exits; Insp.-Sketch
11. Cert. of Occupancy
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1. Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
3. Blocking
4. Gas; MH Test -Demand -Valve
5. Electricity; MH Test
6. Water; MH Test
7. Water and Sewer Connected
8. Gas and Electricity Tagged
9. Exits
10. License Decals
11. Verify #'s with Office
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elect; 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
MISCELLANEOUS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
12. Braced Wall Panels
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distance-GFI
5. Elec.; Pool Lighting; 15 Volts-GFI
6. Elect; 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
o = Not OK
= Not Applicable
. =Not Ready
24w-11xture
RESIDENTIAL.(!
Date
UNDER,K6OR (Plans) OK except #'s
26.
ze Boxes & No. of Conductors Stapled
o ' g -Setbacks -Easements -Flood -Slope
x Installed Close to Edge of Studs & C.J.
28.
tg.)Afiin; Soils-Elec. Grnd.-/ " Ftg. Depth
24,
-Appliance Circuits in Kitche onductor Size , i-----
g., Garage; Soils-Steel-Elec. Grnd.412/" Ftg. Depth
ubfeed Wire Size/ /ga. Cu o(AI- .C. Wire Size/�/ ,pAl
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
32.
5.
Stemwalls,Main; Steel- B lockouts -Wrapped
E ' . Clearances Panels-Motors-Mech. Equip.
6.
S walls, Garage; Steel-Blockouts-Wrapped
IqMoke
6 .
bwns and Special Anchors
.
Slab, S el -Wrapped
8.
Piers -fireplace Ftg.-Steel -
7t/Fireplace or Stove, Clearance -Hearth
.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test
Zg,olpe6.
10.
UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test
11.
Water Pipe; Test -Anchors -Regulator -Service Test
7�3.
12.
Electric Underground
Aj�7
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
76. A. . Duct in Garage -Damper
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
tr tr; Vents -Clearance -Comb. Air Connector-P.R.V.
• Ga ge; Above Floor-Mech. Protection
15. Access & Ventilation
.
16.
Insulation
Date Y ' L Card B-1 Date Card B-1
Date : t)_-/) 7Card B-1 Date Card B-1
bate PLUM NG (P mit) K except #'s
1 ater Htr.; Vent -Access -Combustion Air Baffle
18` Wester Pipe; Test & Anchor -Nail Protection
W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access
21. Test Tub & Shower, Second Floor -Tub Access
2Q -.- as Pipe; Sixe & Anchors
23. Fire Sprinkler; Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECTR AL (Permit) OK except #'s
24w-11xture
& Transformer Clearance -Ins. Protection
5?�IeL��eceptacles
Spacing Lights &Switches at Doors
26.
ze Boxes & No. of Conductors Stapled
27.
x Installed Close to Edge of Studs & C.J.
28.
Equiround made up w/Mech Fasteners -Bo Gas & Water
24,
-Appliance Circuits in Kitche onductor Size , i-----
3
ubfeed Wire Size/ /ga. Cu o(AI- .C. Wire Size/�/ ,pAl
31.
Range Circle/ /ga Cu PIAI- ven Circ. / /ga C o All
Insulated Neutral O No
32.
Service -Riser Conductors & Ground Main Disconnect
33.
E ' . Clearances Panels-Motors-Mech. Equip.
CI es Closet Light -Shower Light -Spa Light
IqMoke
Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MECH CAL (Permit) OK except #'s
36-<C._Pd'c'1tVnsulation & Support
nt n, Exhaust above insulation
ornensate Drain & Overflow, Size & Grade
urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40./4ttic Access & Platform if Furnace in Attic
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMINDIfermit) OK except #'s
Materials & Anchors
42/Wa_IgStuds-Nailing Spacing & Braces -Plates -Sound
4 aring Walls over Girders & Floor Nailing
(44. r op in Walls (rat proof)
e Stops, Furred Ceilings -Stairs -Chasers -Tubs
46. Headers & Beams -Size & Bearing
Date FRAMING (Continued) '
Hangers -Post Ca s -Anchors -Gonne q
48. Cling joist-Rftr. Ties- Purl in -Roll Br .-Truss:>trng.-Rtng.
place'Ties or.Type A Flue -Fireplace Throat Clearance
Z_Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles
5 rm. Windows or Exiting. Doors -Sill Ht. & Dimensions
52. Garage Fire Protection Framing -RC Channel
53. operty Line Firewall & Openings
54. ._Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. fairs; idth-Headroom-Ris un -Landing -Fire Protection
5t.on Roof Overhag Attic Vents -Rafter Outriggers
57. Siding -Nailing ee
58. Stucco Me D Scre ents-Underflr. Access
59. GlazingXea ass Protection -Skylights -Plastic
60. Sheg ails; Nailing -Bolts
61. Brterior/Extey6r Wall Panels
63.
Infiltration-Walls-Windo `
Date
C? )qn
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINA_WPlans OK Acept #'s
t. Steps -Door & Sidelight Protection -Landings
6
Syaoke Detector
Furnace Vents -clearance -Comb, Air -Connector -
Garage; Above Floor-Ducts-Mech. Protection
Bed om Exiting
6
.F. & Bath Fixtures & Tub Access -Spa
9.a
Trim & Subpanel, Breaker Sizes & Labels
7
t i & Rails
7t/Fireplace or Stove, Clearance -Hearth
Zg,olpe6.
Outlets at Wood Panel, Int. & Ext.
Kit ixt. & Appliance; Ground -Air -Gap -Cooking Clearance
7�3.
Iep:Outlets & Receptacles at Kit. Counter
Aj�7
arage Fire Door; Swing -Landing -Closure
76. A. . Duct in Garage -Damper
7Z,
tr tr; Vents -Clearance -Comb. Air Connector-P.R.V.
• Ga ge; Above Floor-Mech. Protection
.
P .; lec. & Mech. Equip. Listed for Location
7
E. Receptacles in Garage (F.F.I.)-Romex Protection
Insulation -Foam -Looked in Attic
81.
Gi4ard Rails & Deck Construction -Post Caps
82.
dn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
. Fo ing Instld./Drive O Yes ❑ No/Walks 0 Yes O No/Planters D Yes O No
tucco Brown -Finish
85. A.C. Unit Disconnect, Electrical -Plumbing
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87.
Water Well, Disconnect, Electrical, Plumbing
88.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
89.
V ilation Throughout House
99,"Glass
Protection
91.
Corrections from Previous Inspections
92.
Gas Test -Meters Tagged, Gas -Electric
93.
Water & Sewer Connected -C/0 to Grade -HD Approval
94.
�y Compliance Certificate -Other Certificates
Address Posted
96.
Fire Sprinkle
Date
Card
B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
-"yr.a--ta+.,y„jc+t;•,J,,.:wti.=r+.��,z.�..-...��"'`siL.�.....'.....•��'Y'�-7R..k�'^'.M`z-.-.,�:.t..-..�....-..:-..•��,.,,.-,_...
It COUNTY OF BUTTE
`f ...... BUILDING DIVISION . . . .
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street - Chico, CA - (530) 891-2751
7 County Center Drive - Oroville, CA-- (530) 538-7541
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining tg this matter, or need additional explanation,
please contact this office immediately. 1 i
N
r
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
- r
CORRECTION NOTICE
OWNER, PERMIT NO.
A routine inspection indicates. t the following violations of butte county Ordinances exist at the
above address and should"
corrected. Please notice this office when correction of work is
completed. ,If you ha any questions pertaining to this matter, or need additional explanation,
please contact thi ffice immediately.
s
tjOY
E J t
Date 4—"�" f Inspector
REV 10192
COUNTY OF BUTTE
BUILDING DIVISION
k DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE
h. OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
COUNTY OF BUTTE
. , , , BUILDING DIVISION .. _ .. .
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530) 538-7541
�j CORRECTION NOTICE
63-01
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If yo ave any questions pertaining to this matter, or need additional explanation,
please contact. this office immediately.
f1G Y IV/7Z
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754}, er�ao
(Rev.1,2/96) APPLICATION AND PERMIT —W
ASSESSOR PARCEL 460 057-
ZONINSR-1
BUILDING PERMIT
OWNER Botof allo - Anne 343-9145
TELEPHONE
SO, FT, OCC. BUILDING VALUATION
OWNERS MAILING ADDRESS
1439 Laburnam Avenue Chico CA 95926
294-3 R 137,322-00
CONTRACTOR'S NAME
owner
TELEPHONE
633 C.O�r 8299100
950 11 17,100-00
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation $162.651.00
ARCHITECT OR ENGINEER
LICENSE NO.
—Filing Fee $ 20.00
p
Permit Fee $ 860.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $ 559.00
BUILOINgnSS_ Sarah Ann Court ,
Energy Plan Checking Fee $ 23.00
PERMIT FEE $
LOT NO.
SUBDNIS IONS NAME
PARCEL MAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
SF ❑ Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap 111 7.00
Solar or heat pump water heater 23.00
Water piping 15.00
Each as water heater or vent 15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: NSF 2bd/2 1/2 ba w/ att garage/shop
Gas piping system t - 5 outlets 15.00 30.00
Building sewer 15.00 19-00
Mobile Home I s I G I w 920.00
PERMIT FEE $
ELECTRICAL PERMIT Fling Fee 20.00
600VOR LE
Main Service 20.A OR LESS 23.00 93-00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.
License Class Lic. No.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ 1, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:Ge
Carrier
Main Service 200A TO +000A 46.00
NEW CONST. DW ELLINSO
OR ADONS. ( a Acc. BLns.G OCCUP. 3.5aFT:
�µR61DT MULTI. OUTLET 97,50
POWER APPARATUS
8 SINGLE OUTLET C R.
Ex. OCCu OUTLET OR FIXTURES 20 Q 1.00
BAL @ .SO
FIX
Ex. Occup. ountrs ASID°EA 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMITFEE $
165.25
MECHANICAL PERMIT Fling Fee20.00
Heating 9 hs -on
-
Cooling
Hood F 6.50 6 5o
Ventilation
14ea 15. GO
ER MIT FEE $
Policy Number
(The above sections need not be completed 0 the permit is for work of a valuation
of one hundred dollars ($100) or less.)
XI certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date 9— o
Sign tura p7 ApplicAni ❑ Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee$
RVU
cON— TYPE TO AL FEE $ 985/.25/
HAZ.
D. FEES I FLO
II
CD
PAR
ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
C D�
By ate J
PERMIT EXPIRES ON �.ZZ
P114
ReceiptNo. 72310 • D 3'2, f, r
WHITE-D.D.S.-B.D. CANARY -ASSESSOR NK -INSPECTOR GOLDENROD -APPLICANT
'��".:��'°'"+�1"+a''1r.•.:-...J""+i.+i..'4(lr�+^"^+v^NLa+i^"�"'r��' . ,ir"F*�ivar?IY�'a'�*-�.r;!�.+
1�
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
a. 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET G
OWNER: "� ASSESSOR PARCEL NUMBER O ( - V S
w
Proposed Building Use: �JI' % Counter Technician: Date:
Items required in order to, apply for a pe mit. All boxes MUST be checked OR marked NA in order to apply.
1.. Plot 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.
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
M_- 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 instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or
foundation plans, all in duplicate.
❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate.
(D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer.
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be
indexed and returned to the plan review line-up when required items are received.
Date Received By
Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................
❑ 9. Plot plan and business license approval from the City of Biggs ....................................
❑ 10. Letter of intent for non-residential buildings.........................................................
❑ 11. Detached Accessory Building Form filled out by the owner .....................................
❑ 12. Hazardous Material Form................................................................................
❑ 13. Other
F15
ining items needed to issue the permit. (May require additional plan review upon receipt of the following items:)
Fees as shown on the attached Schedule of Fees Due Sheet ....................................... .- Statement of Intent for Non -heated and A/C Buildings.........................................�
16. Sanitation and plot plan approval from the Environmental Health Department in `� U3
❑ 17. City of Chico Plumbing permit........................................................................
❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ......................
❑ 19. Planning approval for (A) Use: ®K (B)Parking: (C) Parcel Check: 2-2�
❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ...............................
❑ 2.11. ,Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑ •22. Pre -Inspection for required ................
❑ 23. Contractor's license information. (Number, Name Style, Classification) ......................
❑ 24. Worker's Compensation Carrier and Policy Number ..............:..............................
❑ 25. Owner -Builder Verification (❑ Given to owner, 0 -Mailed to owner) .....................
2 Letter of Signature authorization....................................................................
Recorded copy of Agricultural Acknowledgment Statement: ................................... 3
❑ 28. Manufactured home utility clearance............................:..................................
❑ 29. Existing violations and/or expired permits.........................................................
❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ C eck to H.C.D. $
❑ 31. Other:
When issued Telephone
hold for
I have been informed of the above items and requirements for obtaining a building permit.
Applicant: `�-�' �`� Date: �-`�(IQ
1. Index permit application for the above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, wzjs advised of the ab ve data bY� phone, ❑ mail, ❑ counter, by Date:
Plans reviewed by: Date: ^ ' V Plans approved by: Date:
Structural reviewed by: Date: Z Structural approved by: Date:
Note transfer by: Date:
Yello : Buildi g Di 4 ion
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
IJ
03A0�51-S--
E.H. USE ONLY
!� FNF.Olan AnacMd
Floor Mn AttackoO �—
Sent to
�.
- �7 wdW�� meq- A/&� -off
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public ! Private Well
Clearance for dwelling. Other
Hold. final fo 2 —l-AIAL Qin/
Final clearance O.K. for:
NOTE:
Environmental Health Specialist Date
fr •.nr: - T11 3 fr y�`+ ��v�.., , _�,�, M wl r:. ; x.! rw'p:,s�y.arM ti•;. Li +
4LW— ►. u. `_ •1a .3`.r.2 — _ ..r i► " i.�� _i - .til—. _ • _ :M!..; • a 9.:._.l:y r
n
°BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM
DURHAM RECREATION�AND PARK DISTRICT
:r ., i
Assessor Parcel Number (s): 039410005-7
Property Owner (s): _Anne, __ Anne, wfie,116
Project Location/Address: Say -r- li A n r' Ll V_
. Subdivison Name: Assessable Square Footage: 2.5y 3
Type of Residential Development (check one): t
New Development Afteration/Addition Mobile Home (s) ❑ Non -Residential to Residential
Comments:
' r 4
Building Division Representative Date
Durham Recreatibn'and Park District (DRPD) certifies that
• ,�nn.� 73��-�I I � 34 3 _ ci. t �-�
Applicant Name Applicant Phone Number
Street Acldress
h I c�1 C. -A 959 2. c..P
City State - • Zip Code
has complied with the requirements of the Butte County Board of Supervisors Resolution No.
93 - 114 by payment for 25145
of $ .2 u44.77 Z_ .
square feet at $ 1.04 per square foot for a total payment
DRPD Representative
PAID BY CHECK No.: ' IJ'4'
BANK No.: 9,,-) -- +752 cp
PAID BY CASH:
RECEIPT No.: L 1-71 Vk
Remarks:
Date
DISTRIBUTION: WHITE - APPLICANT. PINK - DRPD YELLOW- BUTTE CO. BUILDING DIVISION
}) ?- BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District IDV AHAA Building Department No. G
A.P. Number 03(l, q60— dS% Jurisdiction: City County
Property Owner /1 /y/J F a o TE L L o
Property Location/Address S,�RR�H ��� �VR hl,A/L�
Subdivision Lot No.
e
,y
y.......................................................................................................... :
Residential Developent, a x�
No'of Living Mobile Home Addition/ Supplemental to
Units Installation Conversion Permit #
*(No foundation inspection):
4
Commercial/Industrial
New Addition
rians reviewea ov acnooi uistnct rersonnei
District Identification No. 62-340 •
Dtcr (/rl f School District certifies that
I..
Sq. Footage
(Group R)
4�
Sq. Footage r
(Including Exterior
'Roofed Areas)
Z 6/0-g
Date
(Applicant) t•
to
(Street, Address) X (Phone Number)
(City) (State) (Zip Code)
has complied with the requirements.of Resolution No. lvvo42
ng square feet.
School District Re esentative "
Paid by Check # /0 411 Remarks:
by payment of $
1-132926 $
FULL MITIGATION $
.:: V -•Z7 -per
Date
't
i�
h #
Notice: You may protest the imposition of the fees identified above by submitting a written protest to theJ. strict: in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school feel to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm
r
3
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
OWNER
OF FEES DUE
PROPOSED BUILDING USE
BUILDING PERMIT FEES
Balance Due ....................... $
Additional Fees Due ...•.............. $
Additional Fees Due ................. $
Revised Plan Checking Fee .............$
2. SCHOOL DISTRICT FEES L
(paid at District Office) (Available after Plan Check)
—I 3. SHERIFF FEES (paid at Building Division)
Residential ...................... t$360.00$
Units
Commercial (sq.'ft.) ............... x $0.03 = $
Sq. ft.
4. URBAN AREA FEES (paid at Building Division)
Residential ................... —x—=$
# Units Amt.
A.P.# a3'�-'{6O �7
DATE Z — Zq— 0 7j
RECEIPT # DATE REC.
z
361-7-�–)
Commercial (sq. ft.) ............ —x—=$
Sq. ft. Amt.
/`,"
RECREATIONAL DISTRICT FEES OA
(paid at District Office) (Available after Plan Check)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
NA 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
At time of permit. application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees
may be changed during the plan checking process.
APPLICANT 46 S4 DATE
Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been
imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned
items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00)
•RECORDING REQUESTED BY
MID VALLEY TITLE AND ESCROW CO.
AND WHEN RECORDED MAIL TO:
ANNE ROXY BOTELLO
1002 Strayer Dr.
San Jose, CA 95129
IIII III III I IIII I III III I II III II Ilil
200 1—00a4Sts e,S
Recorded
Official Records
County Of
BUTTE
CANDACE J. GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
09:00AM 03 -Jul -2001
Space Above This Line for Recorder's Use Only
REC FEE 10.00
TAX 93.50
Fay
Page 1 of 2
A.P.N.: 039-460-024 (_1PTO Order No.: CHI/C Escrow No.: 18808ODM1P
0 3�= rllo0- 010 C tPTN
GRANY DEED
THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $93.50
X ] computed on full value of property conveyed, or
] computed on full value less value of liens or encumbrances remaining at time of sale,
[ X ] unincorporated area; [ ] City of _, and
FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged,
RICHARD A. PETERSON and NICOLE PETERSON; Husband and Wife
hereby GRANT(S) to
ANNE ROXY BOTELLO, an Unmarried Woman
the following described property in the unincorporated area, County of Butte State of California;
See legal description attached hereto and made a part hereof.
RICHARD A. PETERSON NICOLE PETERSON
Document Date: June 7, 2001 1
STATE OF CALIFORNIA )SS
COUNTY OF 1,4 e )
On— �-0, / f before me,
personally appeared �, Gl�CAy a� A- RPA,—_V'SOK t1: cn � P �P CV S t7
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 persons) entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand an ffi 'al seal.
Signatur
L. This area for official notarial seal.
�, -���,�,DNISE M. PRICE
N COMM. f 1170838
NOTARY PUBUCrCAUFORNIA
a COUNTY OF BUTTE
Comm. EX13136 Jan. 24, 2002 6
Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
ORDER NO. BU -188080 DMP
DESCRIPTION:
THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA,
COUNTY OF ,BUTTE, AND IS DESCRIBED AS FOLLOWS:
LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DURHAM LAND ESTATES,
PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF
THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 26, 2001, IN
_a0QK__15.1_ QF_MAPS_,-AT--PAGE-(_S)_-7_1,,.- 72.,._ 7.3 AND 7-4..__
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF
RESTRICTIONS RECORDED APRIL 27, 2001, UNDER BUTTE COUNTY RECORDER'S
SERIAL. NO. 2001-17083, 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.
APNS 039-460-024-000 (PORTION) AND 039-460-040-000 (PORTION)
Feb 01 02 08:13a P•1'.
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D�IVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538f1541P w
(Rev. 12/96) APPLICATION AND PERMIT b ! SJ
ASSESSORPARCEL NUMBFA O 3� 00-057
0Oy7 _ ZOW
7 J "s � _ � BUILDING PERMIT
OWNER�_]J �� ^.��L((/y1r•./�� T�i)c7c��I�ONE --
SO. � .00C. BUILDIN VALUATION, �
OW1 "Fi r' ADO S v" �t -.-- - .- ✓ l✓- /
hL,4V_n M lav- NAf� 9e19z� -�—
I
CONTRACTOR'S MAIUNO ADDRESS
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS -
ARCHITECT OR ENGINEER UCEFSE NO.
ARCWTECT OR ENGINEERS MMNG ADDRESS
-6UILDING ADDRESS
LOT NO. Q ( SUBDIVISION'S NAME Pi CEL MAP
U USEOFSTRUCTURE
SF Duplex ❑ Mobilehome ❑ Other
SPECIFY
TYPE OF WORK
NewAddition ❑ Remodel ❑ I.Mlities (3 Installation
/�❑3 „' �
Other ❑
Describe //Work: ) F 1
71zv
� t 2
`I (2
op
S
SHE°
OT��
AAkbtJW RECEMb
I .•.I �Sf�' eta
1IV ft-
� 23)��coc7
Filing Fee
$
S
2 N
Permit Fee •�
$
aooA OR LESS
23.00 ?_;?;ZC
Plan Checking Fee
$
46.00
NCW CONST.
oR ADDNs.
Energy Plan Checking Fee
$
NNEW CONST.
MULTI.OUTLET
@7.501
POWER APPARATUS
6 SINGLE OViLET CIR.
PERMIT FEE
$
OURET OR FORURES
20 ®1.00 -
SAL ® .SO
PLUMBING PERMIT
1VED APP INS. Oil
ovTLt�a ESIo. Ew
FlI g Fee
20.00
Each Trap
Mobile Home Facilities
7.00
Misc. Wiring
Solar or heat pump water heater
_
23.00
23.00
Water piping
15.00
! 4A)
Each gas water heater or vent
'L
15.00
Gas piping system 1 - 5 outlets
15.00
00
Building sewer
15.00
1S,0C,
Mobile Home I S G W
@20.00
PERMIT FEE S
MECHANICAL PERMIT FilingPee 1 20.00
PTERMIT FEE I S
Mobile Home Installation Fee S
6.50
Lzi
Energy Inspection Fee $ sQ
wRET � -30 � � oc co T. TMPE TOTAL FEE $ '
A NTO COMM HAL.
. FE I P F40DD CDF d I HD ISSUE
TO 14 h" I'—•-A\VI ..
This permit is here y issued under the applicable p'ro'visions..
of the Butte County Code and/or Resolutions to do work �-
Indicated above for which fees have been -paid.
By Date
ReceiptNo. PERMIT EXPIRES ON I
WHITE-O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,
PERMIT FEE
S
ELECTRICAL PERMIT
Filing Feel 20.00
Main Service
aooA OR LESS
23.00 ?_;?;ZC
Mein Service
200A TO 1000A
46.00
NCW CONST.
oR ADDNs.
OWEll.INO OCCUP.
a Acc. sLOs.
SO,
3.5QFr.
NNEW CONST.
MULTI.OUTLET
@7.501
POWER APPARATUS
6 SINGLE OViLET CIR.
---.
I
Ex. Occup.
OURET OR FORURES
20 ®1.00 -
SAL ® .SO
F -JL. OCCU
1VED APP INS. Oil
ovTLt�a ESIo. Ew
5.00
Temporary Service
23.00 _^
Mobile Home Facilities
20.00
Misc. Wiring
_
23.00
PERMIT FEE S
MECHANICAL PERMIT FilingPee 1 20.00
PTERMIT FEE I S
Mobile Home Installation Fee S
6.50
Lzi
Energy Inspection Fee $ sQ
wRET � -30 � � oc co T. TMPE TOTAL FEE $ '
A NTO COMM HAL.
. FE I P F40DD CDF d I HD ISSUE
TO 14 h" I'—•-A\VI ..
This permit is here y issued under the applicable p'ro'visions..
of the Butte County Code and/or Resolutions to do work �-
Indicated above for which fees have been -paid.
By Date
ReceiptNo. PERMIT EXPIRES ON I
WHITE-O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,
PROJECT PROCESSING RECORD
Applicant: �., Lf
,, / Owner:
A.P. #: � 21 ' 760 6 Permit
Work Description:
Date Description of Step or Status
Z� _
4-0
Y
April 24, 2003
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
(530) 538-7541 (530) 538-2140 FAX
Assessor Parcel Number: 039-460-057
Building Permit Number: 03-0515
Thank you for submitting the plans for your building project. The plans have been reviewed and
approved as submitted.
1. Enclosed are your school and park fee forms. Please pay any required fees as the district
office(s) and return yellow copy to the building department. Our office will contact you in a
couple of day when all paper work is complete and plans can be picked up.
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
Martha.
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 Sly
M"�C�hri�styPlans xamner
1 of 1
vo err =�
°°°;..t:`°° RESIDENTIAL PLAN
° sy�- REVIEW GUIDE
...:•-o SINGLE FAMILY, DUPLEXAND
_ _ _ter MISCELL4AE0US ONLY
Owner. r��l/I D Building Permit Number: 0 -3
Plans Examiner-: ' A A. P. Number:
00q -- V&o-- ash
GENER-AL:
Zoning requirements - (number of permitted living units).
Plans signed by the designer.
3 Proper description of work on the application.
4 Existing violations on the property.
5. Recorded notice of violation.
6 Building permit valuation.
LOT PLA`: r
Complete parol size and dimensions.
Setbacks, side yard, easements, etc.
Other buildings or structures.
Grading, fills an6-or drainage.
Flood hazard.
Special conditions on Parcel Map:
Noise ❑ SR --k ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage A= ❑
Federal ?kid Rout_ and/or Federal Aid Secondary Route setback requirement
Building or utilities across lot lines (Lot merger approval by Butte County Land Development)
FLOOR PLA`:.
1. • Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3
? 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).
3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. MW miWmtam set
clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20".
When % indo« s are prodded as a means of escape or rescue, they shall have a finished sill height not store than
44- above the flcor (Uniform Building Code section 310.4).
4 Skylights (Uniform Building Code section 2409 dt: 2603.7).
5. Glazing in Hazardous locations (Uniform Building Code section 2406).
6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this
section. Kitchens halls, bathrooms and toilet compartments may have a ailing height of not less utas 7 feet
measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1
All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in
any dimension (Uniform Building Code section 310.6.2 & 310.6.3).
3 GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210).
9 Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be
used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath
or bedroom (Uniform Plumbing Code section 509.0).
10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abe&vom. or in
a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code sttcft30 3a
I l arage firewall separation - required on garage side including supporting walls and posts (IJnitbrm
Code section 302.4 exception #3). ���-�. (C�p — �L 1�� -e0 �j Cil 1
12 lr nder no circumstances shall a private garage have airy opening into a room used for sleeping purposes
(Uniform Building Code section 312.0.
13 Wood stove location - Alcove - UhIC section 205 confined space dt 223 unconfined space & 304.2).
l i Smok.- detectors. (Uniform Building Code section 310.9.1).
Pagel of 2
15. Water closet clearances (Uniform Plumbing Code 408.5).
16. Shov►tr compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7).
17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support
all loads (Utriform Building Code section 1806.3).
STRUCTURAL DETAILS:
1, Braced viall panels shall start at not more than 8 feet 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 feet (UBC section 2320.11.3). Spacing shall not
exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced call
lines must be continuous throughout the structure.
2. A California licensed architect of registered engineer must prepare a lateral analysis for the area of the building
that do not comply with the Utriform Building Code. This must include the designees "wet" 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.
6 ovations and wall conmuction details complete enough to construct building.
construction details complete enough to construct building.
Fireplace construction details and calculations if necessary.
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 walls requiring design
15. G�Vsum wallboard nailing inspection required.
16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are acquired with a total
net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no
more than one foot above grade. Alternatively. certification may be provided by a registered professional
engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls.
Building must be designed and anchored to prevent floatatiom collapse or lateral movement_ Construction
design requirements must be shown on the building plans.
17. Electric, heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be
designed and/or located so as to prevent water from entering or accumulating with the components during
conditions of flooding.
MISCELLATTOUS ITEMS:
1. Stairvtay details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003).
2. • Guardrails (Uniform Building Code section 509).
3. Bride or stone veneer (Uniform Building Code section 1403).
4. Exterior plaster- w.eep screeds (Uniform Building Code section 2506.5).
5. Roof pitch for roof covering (Uniform Building Code Table 15-8.1 & 2, 15-D-1 & 2).
6. Foam insulation - protection.
7. 36" halls and stairways (Uniform Building Code section 1064.3.3.2).
S. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2).
9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
10. Attic access and ventilation (Uniform Building Code section 1505).
11. Sound requirements.
12. Energy design compliance and supporting documentation.
13. CDF responsible area requirements.
BUILDING PERMIT REQLIRE'.NTENTS:
1. ❑ SRA.
2. ❑ Flood elevation certificate.
3. ❑ Fire Sprinklers required.
4. ❑ Special Inspection requirements.
5. ❑ Use Permit conditions.
6. ❑ Sub -Standard Housing lener.
• Pace -- of •
Builders StatementInsulSafe 4
Fiber Class Blowing Insulation
f ice- �r-rct�► f�v��e�lU � _
Homeowner Name / Jobsite Name J
j/! Y1Lc ✓in
:�oAdt
`
..
Installer/Contractor (sign) Company Nome Date
Builder (sign)
Inspected By (sign if required)
Company Name Date
Date
R -VALUE
BARS PER
1000 SQ. FT.
MAXIMUM
SQ. FT. PER BAG
MINIMUM WEIGHT-
POUNDS PER SQ. Fr.
MINIMUM
THICKNESS
To obtain a
Thermal Resistance
(ft) of
Begs per
1000 sq. k
of net area:
Contents of beg
should not coyer
more than: (sq. R)
Weight per sq. ft. of
Installed Insulation should
not be less than; (lbs.)
Should not be
less than:
(In,)
60
36.5
27
0.988
22
.49
29.6
34
0.800
18%
44
28.4
38
0.712
16%
38
22.8
44
0.615
14%
30
18.0
56
0.485
12
26
15.5
65
0.418
101A
22
13.1
76
0.953
9
19
11.1
90
0.301
7%
13
7.7
129
0.209
6i4
11
8.6
151
0.179
'4%
THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION
• In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each
R -Value listed.
• The maximum net coverage must not exceed that specified for each R -Value.
The installed insulation must be at or above the,specified minimum thickness for each R-Vaiue.
• Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in
reduced R -Value.
• This product should not be mixed with other blown insulations or the thermal claims will become invalid.
DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF
SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH
THERMALLY PROTECTED- BALLASTS.
30-24-233 aulldere Statement A Saint-Gobain Company 02002 Certain Teed Corporation i ,/02
I 'd £969'ON OOIHO D 33W Wtlti£:L ti001 '£ 'A20
R-VAWE
THICKNESS
AREA (SQ. FTJ
IN8UL4AFE 4 (✓)
BAGS USED
BATTS/ROLLS (✓)
CEILINGS
:2 -WA/:2 -
WALLS
LLS
7
vG"
FLOORS
THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION
• In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each
R -Value listed.
• The maximum net coverage must not exceed that specified for each R -Value.
The installed insulation must be at or above the,specified minimum thickness for each R-Vaiue.
• Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in
reduced R -Value.
• This product should not be mixed with other blown insulations or the thermal claims will become invalid.
DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF
SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH
THERMALLY PROTECTED- BALLASTS.
30-24-233 aulldere Statement A Saint-Gobain Company 02002 Certain Teed Corporation i ,/02
I 'd £969'ON OOIHO D 33W Wtlti£:L ti001 '£ 'A20
February 21, 2003
Vertic%alTechnology
Engineering
383 No U& Aye QW, Chun, CA, 99926
Ph (90)899$716 Fax(530)899-1102
RE: Botello Residence, Durham, CA
To Whom it May Concern:
I have reviewed the truss calculations by Longfellow Lumber Co. dated 1-23-03 and
have found that the trusses appear to be designed in accordance with the general
design concept of the structural documents. The specific design shall remain the
responsibility of the engineer who has sealed the calculations.
Note that the the used in the field should weigh less than 11 pounds per square foot
in order to comply with the roof truss designs, and truss A8a appears to show an
overhang at the right side where no overhang should appear.
Sincerely,
Mike Hubley
P.E.
er
�AAA. T ecch
Verticaffechnology
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: Goldmann and Rose
Project: Botello Residence
Location: Lot 8 Sarah Ann Court, Durham, CA
EES S
No. C
BUTTE COUNTY
UILDING DEPARTMM
APPR
> ��` 1r a° �i .kyr A ® V E L
�r Iv.y.,, .y�/Z¢�o 3
Attention: This engineer is not responsible for on site inspection to assure compliance with the
standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any
structural element or system not specifically noted in this set of specifications unless authorized in
writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted
construction practice, the latest edition of the Unform Building Code, and local building department
standards. '
VERTECH ENGINEERING PROJECT:
1/23/03
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.
1) 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 11 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
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 %" 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.
1) 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 %"
#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.
2
VERTECH ENGINEERING PROJECT:
1/23/03
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. FRAMINGILUMBER
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 V-0"
MAXIMUM FROM EACH END OF EACH PIECE.
E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR
W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O.
1. STUDS SHALL BE STUD GRADE OR BETTER.
2. ALL POSTS SHALL BE DF -L #1 U.N.O.
3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O.
4. 2X JOISTS SHALL BE DF -L #2 U.N.O.
5. CONCEALED BEAMS SHALL BE DF -L #2
6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER)
F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF
FOUNDATION, NAILS SHALL BE GALVANIZED.
G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND
WITHOUT EXCESSIVE RUST.
H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT,
INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED
FASTENERS
I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER
THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O.
USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE
RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS).
6-2 GENERAL FRAMING
A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1.
B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER
MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION.
C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE
SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING
MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE
EFFECTS OF SHRINKAGE.
6-3 BEAM FRAMING
A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED
TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O.
B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST
SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED.
ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT
BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER,
STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC...
C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS
SPANNING GREATER THAN 10'-0"
VERTECH ENGINEERING PROJECT:
1/23/03
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 ICBO REPORT.
D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X
PLATES (AND SHIM AS REQUIRED).
E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED.
STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE.
F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME.
STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE.
6-6 CONNECTIONS
A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE.
B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE
BEARING AGAINST WOOD.
C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE
CLOSING IN OR AT COMPLETION OF JOB.
D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE.
7. DESIGN LOADS
A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, 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 6�, 1 I 0 •
T VERTECH ENGINEERING
ENGINEER A.1
DESIGN OF Gcneto I 1-oo d S
rock -..L 2Opzf
wad 1 OL Is es -p
PAGE
DATE 03
�--, I -1,-- 14- p S �
ply 2,S
bra w► i n9 S
IV -15 1
Ce% I i nq 2.5
,nn ,-S C, 2.5
2-4'/2 psi'
G -c 8u ,� b1e, - I o I Co s T, vv .e <cl
?i-�CV) 4 12
$�,i Sunni C,1'�aSS
1.12 '/z Ps �� I (5, 2-1-21
w a 41/2 F7+� ( I Is P s jr
1�j4, 2Co� I�
PROJECT CJ(''TQJ I I Ci
_ VERTECH ENGINEERING
ENGINEER AT
DESIGN OF L ck4cf-ol l o,.x +
PAG E
DATE l
® 6
1997 UBC Wind Loads
VerTech Engineering
(UBC CH16 DIV III)
Project: Botello Residence Date: 1/23/2003
Comments:
Wind Speed: 75 mph Importance: 1
Exposure: B
❑� One Story or Partially Enclosed Multi-StoryStructure
Primary Frame Elevation Elevation Elevation
Method A 15 20 25
Windward Wall 7.2 7.8 8.3
Leeward Wall
-4.5
-4.8
-5.2
Roof
Leeward or Flat Roof
-10.8
-11.6
-12.5
Windward Roof
Slope <2:12
-10.8
-11.6
-12.5
2:12 to <9:12
-12.6 2.7
-13.6 2.9
-14.6 3.1 w
9:12 to 12:12
3.6
3.9
4.2
>12:12
6.3
6.8
7.3
Wind Parallel to Ridge
-10.8
-11.6
-12.5
Method B
On Vertical Projected Area
Structure <= 40' High
11.7
12.6
13.5
Structure >49 High
12.6
13.6
14.6
On Horizontal Projected Area
-10.8
-11.6
-12.5
Elements and Components not in areas of discontinuity
Wall Elements
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
Parapet Walls
-11.7 11.7
-12.6 12.6
-13.5 13.5
Roof Elements
Enclosed and Unenclosed Structures
Slope <7:12 -11.7
-12.6
-13.5
7:12 to 12:12 -11.7 11.7
-12.6 12.6
-13.5 13.5
Partially Enclosed
Slope <2:12 -15.2
-16.5
-17.7
2:12 to 7:12 -14.3 7.2
-15.5 7.8
-16.7 8.3
>7:12 to 12:12 -15.2 15.2
-16.5 16.5
-17.7 17.7
Elements and Components in areas of discontinuity
Wall Corners -13.5 10.8
-14.5 11.6
-15.6 12.5
Roof Eaves, rakes or ridges without overhangs
Slope <2:12 -20.6
-22.3
-24.0
2:12 to 7:12 -23.3
-25.2
-27.1
>7:12 to 12:12 -14.3
-15.5
-16.7
Slope <2:12 at overhangs, canopies -25.1
-27.1
-29.2
4
1997 UBC Static Seismic Forces
VerTech Engineering
Project: Botello Residence
Comments:
Date: 1/23/2003
Units: Kips & Feet (UNO)
Zone = 3
EQ:
Soil type =
Soil Profile Types
I = 1
Importance Factor Table 16-K
R = 5.5
Overstrength and Ductility Factor Table 16-N or 16-P
Ca = 0.36
Seismic Coefficient Table 16-Q
Cv = 0.54
Seismic Coefficient Table 16-R
hn = 12 HEIGHT TO ROOF)
Ct = =.020 FOR ALL OTHERS
TA = Ct(hn)"
Max TB = 1.4'TA
VEQ = (CV'I'W)/(R'T)
Ft = 0.07' 'V (If T<.7, Ft=0)
METH A METH B
T = 0.129 29
CvI/RT = 0.7614 0.7611
VEQ = 147.9 148
LEVEL
EQ:
77=1 2.
V/W:
0.0396 0.1636
V•
Ft =
0.00
LEVEL
USF -
77=1 2.
31.8
0.0396 0.1636
7.7 31.8
LEVEL
STORY HT
HEIGHT
WEIGHT HT. X WT.
VEQ
E VEQ
MOT
Diaphragm
ROOF
12
12
194.3 2332
31.8
32
382
35
10th
0
0
0 0
0.0
32
382
0
9th
0
0
0 0
0.0
32
382
0
8th
0
0
0 0
0.0
32
382
0
7th
0
0
0 0
0.0
32
382
0
6th
0
0
0 0
0.0
32
382
0
5th
0
0
0 0
0.0
32
382
0
4th
0
0
0 0
0.0
32
382
0
3rd
0
0
0 0
0.0
32
382
0
2nd
0
0
0 0
0.0
32
382
0
1 st
0
0
0 0
0.0
32
382
0
11 1U't.J 1 eooa 1
PROJECT C7ojric, I I[L
VERTECH ENGINEERING
ENGINEER A S
DESIGN OF Loa-fera Loc,ci OegeIopv,,ne-)+
PAG E' LJ
DATE 1
A.._..(I'�►O')(12,C�Ps�'�—�
214216
t3 -
(I�-'•
I O�) C 12.E Ps-�'� --�
214216
244216
C) -
CII '
l C) ) C 12.E � S -r
E -
(21'
fol 12.c PS -P
2(4-(,16
-
X22 ��
►O�)� 12.CoPs�) —e
2--x-2 Ib
► --
15`/2.
10,)(12.� s�)--a
. P
153 ►b
0-5,
lo')( 10')(12. s-r)--�
P
1��►Olb
3 -
(12'�
►o')( 12.Gps-0 -�
15 r2
4 —
(► � '
i 0') C 12 . P s f') --a
2 3c)
P
�- _
C ►.O'
I O') 12 . Co S ') ---d
P
12 (aCD t6
PROJECT Go+ -Ci- I I o VERTECH ENGINEERING PAGE
ENGINEER AS DATE O 3
DESIGN OF--a-le�a I
(_oa J D e\/el o pure,-, }-
5
A
f 2 31 to01 b) —b 21 Sri 16
cow".4 -ro W S o I .4
1 33 g -S 1 b
1A
C,
9-
c - 1254 �+z
23 I bC70 16 530Ci 1 !�
�31 boo 16) 1s2�--1b
E
�J-2(3� boo ►b --� 226(401 �
F- C �2
s+ ► boo i to g 1
1A
2
boo Ib.
27 .. 142
1 .4
PROJECT oC A]2 I O VERTECH ENGINEERING PAGE 10
ENGINEER AS DATE l
DESIGN OF, I-Q+CX-o,� L- 00 De�C�l0 yy-vp-,+
I I 22 110
1 2
(--2-)l b oo ►O 3 Colo 16
53c��.' 3 ► --� 32�-� 16
. 1.4
IS (31 I6)
PROJECT Pxn4-ejl IO VERTECH ENGINEERING
ENGINEER A- T
DESIGN OF L-Q+cxa l 5 t-, yv% yyx c, y
PAGE
DATE O
-w-Qi_
f (r t 6)
st..� 5 yy) k, -L C16)
A
2142
215°
s
e
2142
32)46
S
�
, 13 � Ca
1 � 2-�}-•
�
2.Co4 (o
v\/
2�--2
1
S
�--�-
12-
1o41
p - Co1 c�,c1a+-.or,
P - 2
As X9-4' 2
<-�ax C 0 1. 463 .� , 2
31,�Ib
2 - 20
•'4 ( 12 ) 12 8 & +op p I04 -a' 501 < <-C,
Shear Wall Design Program
VerTech Engineering
Project: Botello Residence Date: 1/23/03
Location: Units (UNO): lbs, in
Panel Thickness
3/8
3X Sill
3.17
3.73
Panel Orientation
Short Dimension Across Studs
0.84
1.98
NG
1.52
Nail Type
8d
• '
0.99
NG
0.76
Anchor Bold Diam.
1/z
Stud Spacing
16
in o.c.
Spec Grav Of Framing
0.5
Panel Grade
-D, -C, UBC 21-2,
UBC 23-3
Fnd Sill Plate Grade
AB in 2X Sill
620
AB in 3X Sill
730
Split Anchorane
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 Alowable
SW Joint Fastening
SW Joint Fastening
Load
Fastener
Cond A
Cond B
Fastener
Cond A
Cond B
6 260
2
7.1
0
8
20.8
0
4, Note 1 380
2
4.9
0
8
14.2
0
3, Note 1 490
2
. 3.8
0
8
11.0
0
2, Note 1 640
2
2.9
.0
8
8.4
0
44, Note 1 760
4
3.6
Note 2
8
7.1
Note 2
33, Note 1 980
4
2.8
Note 2
9
4.5
Note 2
22, Note 1 1280
4
2.1
Note 2
9
3.4
Note 2
1. Use 3X framing at adjacent panel edges and stagger nailing
2. Condition B fastening is the same as for single sided shear wall with same edge nailing
:M
AB Spacing (ft)
2X Sill
3X Sill
3.17
3.73
1.09
2.56
0.84
1.98
NG
1.52
NG
1.28
NG
0.99
NG
0.76
M
13
VerTech Engineering
Project: G0+0i � O
Engineer: /J'
Design of: Shear Walls Framing
Page:
Date: 210
3
Panel Shear Walls
Resistive A35 Sill
Lateral Wall Attachment Attachment
Load Length Length Length Load/ft Edge Nail
Wall(lbs) -u uILS in
A 2159 10.5 �'` 10.5 10.5 206 6"
B
3345
8.5 8.5
8.5
394
3"
C
5309
1 11
11
483
3"
D
1524
16 16
16
95
6"
E
2646
6
C
441
3"
F
8091
24- ' 24
24
337
4"
1
3772
11 11
11
343
4"
2
3772
21.75 21.75
21.75
173
6" ol
3
2286
8 8
8
286
4"
4
3620
12 V 12
12
302
4" '
5
4915
12.5wO 00, 12.5
12.5
393
3
6
3277
11.75 v 11.75
11.75
2794"
100
7
1260
4 wO 4
4
315
___..._
___ 411
VerTech Engineering
Project: ZoA--A �O
Engineer: q j
Design of : Shear Walls Stability
Page:
Date:
Overturning
Overall Resistive Grayfty OT OT Rightinq Net
Length - Length Load Height Moment Moment M/D
Wall (ft) (Ib/ft) (ft) (ft -Ib) (ft -1h) (1h)
A
11
11
300
9
1 19431
16537.5
433
B
9
9
425
9
30105
15353.13
1916_
C
6 -
6
525
9
24976.4
8678.906
2985
D
16
16
425
9
13716
54400
_
-2203
E
8
6
150
9
23814
4800
_
2575
F
9
9
500
9
25790.1
18062.5
1122
1
6
6
525
9
18517.1
9450
1669
2
22
22
525
9
33948
124178.9
-3578
3
4
4
350
9
10287
2800
1942 ~_
4
6
6
150
9
16290
2700
2_310_
5
6
6
150
9
21232.8
2700
3134
6
12
12
350
9
29493
24160.94
659
.7
4
4
300
9
1 11340
2400
2433
wo
.Design of: Shear Walls Stability
Segment
Segment
OT
Righting
Net
Length
Height .
MMT
MMT
M/D
Wall im
JM
ft -Ib
ft -Ib
9
A
0
0
0
0
B
0
0
0
0
C
5.25
9
22805
7235
3103
D
0
0
0
0
E
0
0
0
0
F
6
9
18205
9000
1684
1
5
9
15431
6563
1905
2
0
0
0
0
3
0
0
0
0
_
4
1 0
0
0
0
5
6.5
9
23002
3169
3100
6
0
0
o
0
7
1 0
0
0
0
Q "2
(21M2
V"2
p ftvt
15
PROJECT e)Cr -.I la VERTECH ENGINEERING PAGE Ko
ENGINEER AS DATE
DESIGN OF Lc 4cra 1 (draq s
Irihe load = S X116
►'ho 1en9+Aq = E-1)-4 ��-
I Cad/ l e+ncg A -h c)
Ier�C-In
4o bei dragge�
3 P 2 4 I b
Li r, D
lin-C, load = I52416
I n c� I can 9-�-h = 4Co -P �-
laacd/.►eng4) = 33 pl -P
-. _ 2-(o -P+ •. 33 P I -P --.=- 5G 1 16
F
�►-��. load = 2Co4Co �h
I r h I ern 9 4-V-1 = Z>O -r4-
14-- Ib
PROJECT f`)t�-'�rI Io VERTECH ENGINEERING PAGE 1
ENGINEER AU DATE 03
u DESIGN OF La-eral ( 8c o- S
loa J = 3-4-7-.216
►gid/ Ien9 ��, = �5 PI -I^
en g+1�, o bei. dfa c3 ged
I irvc� loac,. = 22b(,o 16
I►n�,; 1en941=
I aad� lcr, c)
21-1-S16
+o 6cj, d(acgec�
2�} �- •
61 PI -P 13-4-+ 16
I ► n e, � ,I oaf _ 3�2J I b
iYIN em 1Cx,�9+1 ) _ 2-�' r�- ovr-tu_o-ir
pi
2�- -�-� • �I pl � --� I� s2 ► �
PROJECT!BCA1 �o VERTECH ENGINEERING
ENGINEER AS
DESIGN OF 1--a-�e�c a drag S
Iiln� load =
e� I �
�co� Ian -h
I&--)C3+h A_o 6c,' 8. r a cj c -j
4� ► S 16
Pt -P
P I
300316
1 i rvz.� I oa d =
I � n ei I en(3 -4h = Coo �-�-
Ic CLa/ lei, g 44h = 51 p l
l can q 4-) +O be.) dco gqej
V
4-q '�+- - 51 P I47 2500 16
PAGE I V
DATE
por41 or)
+o bu
draqc�e�
+0 +op Pla 1 Q,
2-4- S I b
Line, I oa C[ = E)Og 1 16
�-�-
Ioa8/ Ifn93S P 1 -r
-b b dra ciCA8
1'6-F+ - I -SS p1 -P 24730 16
PROJECT
ENGINEER Al
DESIGN OF Gray i +
?11
VERTECH ENGINEERING
Mo
PAGE 19
DATE O
mm
R.i
PROJECTP�oi-ea I I O VERTECH ENGINEERING PAGE O
ENGINEER AQ - DATE O
DESIGN OF Cay a-.,�/ i i -
( bcam z )
I^ l
t - . G af,cL (3. CJ Door Hf� acler L:= 10 ` Tri 6 = l I/Z.
M = °)OSS-
V = 3 (0 2 3 16
ET- 32(o x 10'0
PS L
fico(- �+(a j c r L = ICD
M =
9015 V'i - 1b
3(02 3 16
EI= 32Cox10(0 16- in
3� 2�-'/
3'.I�PS-F
1
T b = 5 '/2
r00 -p
Ps iF (OL)
2 psi' Co Ps C (I -L 1
16
21 1 --T I b
5'/b x 3Y2 24 F- v G L g
PROJECT I I c� '. VERTECH ENGINEERING PAGE 21
ENGINEER &I DATE O
1-1 DESIGN OF G(-a\/i \j (Iof-'cAv-n5
3 (o PST
1'**'
iM = 3-+6q -1--16 ►SCoS 6
V = 15(o S Ib
s�
(a L),
(LL )
Va. 24 F - V --I- G LS
�/ -- 2054 16
E L = 224 x 10 I Ib 2
or (.0 -V12 -FF
Co -
1-1cadcr L b = 2 2 r Uo -c
V = 32 14, I b
E7 = 1:13 x IQ(- Ib - i i
Co x r2 -10p tv
PROJECT Rc ) VERTECH ENGINEERING PAGE 22
ENGINEER J DATE O J
W DESIGN OF G Fav C be avn s
<-oo 1
N1 = 8q-4 S T+--1 b
V = 2 244 16
24F-\/4 Gt-b
60) L = .S/•4 Tr, '
► 1
6
241 G -R - 11�
3
X 0Fa2
194q 16
ET = q2 x 10,�- Ib - in2
Co X D 1=
g- �J (o roo
M = 3000-�+--16
v = 12q-4 1b
ET = Ioo x ►O `o ►6-i.2
CoX90 0F#2
PROJECTS I I Q
PAG
^^ VERTECH ENGINEERING PAGE
ENGINEER Aj- DATE O
_. DESIGN OF Gr av ► � -,/ ( bea rn ;
B12— ,G;c8c,
L- = 12 Tr -1, b = - (o v
M — 504q �'+-►b
V = I cow 3 b
S Vb x 4 V -z 24F- v4 Gt_F->
x r2
'g l3 (SCQv-n C,/ CAS
C�14- Gl-=2Q� Tr,'b= �(o l��oP
M = 14). 024 F+- Ib
= 2(b0 S 16
(0,4 Tr; b = C) t r 00
2054 -'+-16
EZ= 4(o x \0ib-;,�z
—?:�- .UF *v- 2
'g►Co - GL = 12 00
M = 504C) -FA. - 16
1 16
EZ = 218 XI0(4 Ib- iY\2-
ov
A- _ .
PROJECT PY]AnI 10 VERTECH ENGINEERING
PAGE 2 q -
ENGINEER A
DATE
DESIGN OF Gray eG,s
(700
tom = 42 5 -�'4 -16
_ = 10t x to lo Ib
x _1O QF42
12 '/q-
M = 14-9 OCo _R -1b
EI= U5 T x1O16
61 °l. - (-leader L = 12'/9-
16
_ Ez = (Di c) 10 16 _ ; ,� 2-
S- __x
5!a__x--IO.'/2 24F -v4 NL-
Beam
Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: B1
❑ Valley Beam
Slope of roof
6 :12 Select Beam Width
5.25 in
Dead Load
27.5 psf
❑ Round Member
Live Load
16 psf PSL
Horiz. Member
TULL Defl. Criteria (U)
240 360 Fb'
2894 psi
Length of Beam
10 ft Fv'
290 psi
Width tributary to beam:
15.5 ft
Unbraced Length
2 ft Height Required
7.2 in
CD 1.00 CF
1.00 A Req'd
19 in^2
CM 1.00 CV
1.00 S Req'd
38 in^3
Ct 1.00 Cfu
1.00 1 Req'd
163 in^4
Cf 1.00 Cr
1.00 Controlling Design
Deflection
CH 1.00 Cc
1.00
CI_ 1.00
Fbe= 67866
le= 4.1
RB= 3.6 Fb*=
2900
Total Uniform Load
725 plf
Mmax
9057 ft -Ib
Vmax
3623 Ib ❑ Shear at d from face?
El Req'd
326 *10^6 #-in^2
2 C�
Beam
Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: B2
❑ Valley Beam
Slope of roof
6 :12 Select Beam Width
5.25 in
Dead Load
27.5 psf
❑ Round Member
Live Load
16 psf
PSL
-
Horiz. Member
TL/LL Defl. Criteria (Ln
240 360 Fb'
2894 psi
Length of Beam
10 ft Fv'
290 psi
Width tributary to beam:
15.5 ft
Unbraced Length
2 ft Height Required
7.2 in
CD' 1.00 CF
1.00 A Req'd
19 in^2
CM 1.00 Cv
1.00 S Req'd
38 in^3
Ct 1.00 Cfu
1.00 1 Req'd
163 in^4
Cf 1.00 Cr
1.00 Controlling Design
Deflection
CH 1.00 Cc
1.00
CL 1.00
Fbe= 67866
le= 4.1
RB= 3.6 Fb'= 2900
Total Uniform Load
725 plf
Mmax
9057 ft -Ib
Vmax
3623 Ib . ❑ Shear at d from face?
EI Req'd
326 '10^6 #-in^2
2-4
WoodWorks®
COMPANY
PROJECT
1361
SOF7WA(ff FOR WOOD Ofl'lGX
590
Shear
756
Design Check Calculation Sheet
1530
Sizer 2002a
2117
LOADS: ( lbs, psf, or plf )
Bending(+)
Load Type Distribution Magnitude Location [ft] Pattern
1593
Start End Start End Load?
2900
DL Dead Trapezoidal 82.5 297.5 0.00 13.50 No
Length
LL Live Trapezoidal
98.0 194.0
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) :
No
0.
13'-6"
0.49
Total Defl'n
0.82 =
L/196
0.90 =
L/180
0.91
Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x7-1/2"
Self Weight of 9.13 plf automatically included in loads;
Lateral support: top= full, bottom= at supports; Load combinations: ICBG -UBC;
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in)
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF CV Cfu Cr LC#
Fb'+= 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2
Fv' = 190 1.00 1.00 1.00 2
Fcp'= 650 1.00 1.00 -
E' = 1.8 million 1'.00 1.00 2
Bending(+): LC# 2 = D+L, M = 6180 lbs -ft
Shear : LC# 2 = D+L, V = 2117, V@d = 1873 lbs
Deflection: LC# 2 = D+L EI= 324.3le06 lb-in2
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.
(D=dead L=live S=snow W=wind I=impact, C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point
loads occur at 1/3 points of a span (NDS Table 5.3.2).
3. GLULAM: bxd = actual breadth x actual depth.
4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3.
5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n).
Dead
990
Value
1361
Live
590
Shear
756
Total
1530
190
2117
Bearing:
Bending(+)
fb =
1593
1.0
2900
1.0
Length
Live Defl'n
98.0 194.0
0.00 13.50
No
Dead
990
Value
1361
Live
590
Shear
756
Total
1530
190
2117
Bearing:
Bending(+)
fb =
1593
1.0
2900
1.0
Length
Criterion
Analysis
Value
Design
Value
Anal sis/Desi n
Shear
fv @d =
73
Fv' =
190
fv/Fv' =
0.38
Bending(+)
fb =
1593
Fb' =
2900
fb/Fb' =
0.69
Live Defl'n
0.22 =
L/732
0.95 =
L/360
0.49
Total Defl'n
0.82 =
L/196
0.90 =
L/180
0.91
COMPANY PROJECT
WoodWorkso
Jan. 27, 2003 09:50:38 Botello - B4
Design Check Calculation Sheet
Sizer 2002a
LOADS: ( lbs, psf, or plf )
Load
Type
Distribution
Magnitude
Location [ftl
Pattern
Ct CL
557
Total
Start End
Start End
Load?
DL
Dead
Trapezoidal
82.5 220.0
0.00 11.00
No
LL
Live
Trapezoidal
48.0 128.0
0.00 11.00
No
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS finl :
U,
PH
Dead
756
Value
1008
Live
411
Ct CL
557
Total
1167
Fv' =
1565
Bearing:
1.00
Bending(+)
fb =,
1.0
Fb' =
1.0
Length
Glulam-Simple, VG West.DF, 24F -V4, 5-1/8x7-1/2"
Self Weight of 9.13 plf automatically included in loads;
Lateral support: top= full, bottom= at supports; Load combinations: ICBO-UBC;
SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in 1
Criterion
Analysis
Value
Desi n
Value
Analysis/Design
Ct CL
Shear
fv @d =
53
Fv' =
190
fv/Fv' = 0.28
1.00
Bending(+)
fb =,
941
Fb' =
2400
fb/Fb' = 0.39
E' = 1.8 million
Live Defl'n
0.09 =
<L/999
0.37 =
L/360
0.24
Total Defl'n
0.33 =
L/395
0.73 =
L/180
0.46
ADDITIONAL DATA:
FACTORS: F CD
CM
Ct CL
CF CV Cfu Cr LC#
Fb'+= 2400 1.00
1.00
1.00 1.000
1.00 1.000 1.00 1.00 2
Fv' = 190 1.00
1.00
1.00
2
Fcp'= 650
1.00
1.00
-
E' = 1.8 million
1.00
1.00
2
Bending(+): LC# 2 = D+L, M = 3769 lbs -ft
Shear : LC# 2 = D+L, V = 1565, V@d = 1348 lbs
Deflection: LC# 2 = D+L EI= 324.3le06 lb-in2
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed 'in the Analysis output)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point
loads occur at 1/3 points of a span (NDS Table 5.3.2).
3. GLULAM: bxd = actual breadth x actual depth.
4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3.
5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n).
2�
Beam
Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: 65
❑ Valley Beam
Slope of roof
6 :12 Select Beam Width
5.125 in
Dead Load
27.5 psf
❑ Round Member
Live Load
16sf 24F -V4 Glu -lam
P
❑ Horiz. Member
TULL Defl. Criteria (U)
240 360 Fb'
2395 psi
Length of Beam
11 ft Fv'
190 psi
Width tributary to beam:
8 ft
Unbraced Length
2 ft Height Required
6.6 in
CD 1.00 CF
1.00 A Req'd
16 in^2
CM 1.00 Cv
1.00 S Req'd
28 in^3
Ct 1.00 Cfu
1.00 1 Req'd
124 in^4
Cf 1.00 Cr
1.00 Controlling Design
Deflection
CH 1.00 Cc
1.00
CL 1.00
Fbe= 63179
le= 4.1
RB= 3.5 Fb*= 2400
Total Uniform Load
374 plf
Mmax
5656 ft -Ib
Vmax
2057 lb ❑ Shear at d from face?
EI Req'd
224 *10^6 #-in^2
M
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/29/2003
Location: B6
Slope of roof
Dead Load
6 :12
Live Load
5.5 in
TULL Defl. Criteria (L)
Length of Beam
Width tributary to beam:
Unbraced Length
16 psf
CD
1.00 CF
CM
1.00 CV
Ct
1.00 Cfu
Cf
1.00 Cr
CH
1.00 Cc
CL
1.00
Fbe=
33786
RB=
4.1
Total Uniform Load
.
Mmax
1.00
Vmax
69 in^3
EI Req'd .
1 Req'd
le=
Fb*=
❑ Valley Beam
6 :12
Select Beam Width
5.5 in
27.5 psf
❑ Round Member
16 psf
DF -L #2
-
❑-/ Horiz. Member
240 360
Fb'
874 psi
6.25 ft
Fv'
85 psi
22 ft
2 ft
Height Required
10.3 in
1.00
A Req'd
57 in^2
1.00
S Req'd
69 in^3
1.00
1 Req'd
87 in^4
1.00
Controlling Design
Shear
1.00
4.1
875
1028 plf
5022 ft -Ib
3214 Ib
❑ Shear at d from face?
113 *10^6 #-in^2
31
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: B7
-
❑ valley Beam
Slope of roof
6 :12
Select Beam Width
5.125 in
Dead Load
27.5 psf
El Member
Live Load
16 sf
P
24F -V4 Glu Lam
❑ Horiz. Member
TULL Defl. Criteria (U)
240 360
Fb'
2394 psi
Length of Beam
16 ft
Fv'
190 psi
Width tributary to beam:
6 ft
Unbraced Length
2 ft
Height Required
8.8 in
CD 1.00 CF
1.00
A Req'd
18 in^2
CM 1.00 Cv
1.00
S Req'd
45 in^3
Ct 1.00 Cfu
1.00
1 Req'd
287 in^4
Cf 1.00 Cr
1.00
Controlling Design
Deflection
CH 1.00 Cc
1.00
CL .1.00
Fbe= 47807 le=
4.1
RB= 4.1 Fb*=
2400
Total Uniform Load
280 plf
Mmax
8975 ft -lb
Vmax
2244 Ib
❑ Shear at d from face?
EI Req'd
517 *10^6 #-in^2
Beam
Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: B9
❑ Valley Beam
Slope of roof
6 :12 Select Beam Width
5.5 in
Dead Load
27.5 psf
❑ Round Member
Live Load
16 psf
DF -L #2
I
Horiz. Member
TULL Defl. Criteria (U)
240 360 Fb'
874 psi .
Length of Beam
5.25 ft Fv'
85 psi
Width tributary to beam:
15 ft
Unbraced Length
2 ft Height Required
6.0 in
CD 1.00 CF
1.00 A Req'd
32 in^2
CM 1.00 Cv
1.00 S Req'd
33 in^3
Ct 1.00 Cfu
1.00 1 Req'd
35 in^4
Cf 1.00 Cr.
1.00 Controlling Design
Bending
CH 1.00 Cc
1.00
CL 1.00
Fbe= 57928
le= 4.1
RB= 3.1 Fb*=
875
Total Uniform Load `
701 plf
Mmax
2416 ft -Ib
El 1841 Ib Shear at d from face?
EI Req'd
46 *10^6 #-in^2
33
Beam
Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: B10
❑ Valley Beam
Slope of roof
6 :12 Select Beam Width
5.5 in
Dead Load
27.5 psf
❑ Round Member
Live Load
DF -L #2 -
16 psf I
ED Horiz. Member
TULL Defl. Criteria (U)
240 360 Fb'
874 psi
Length of Beam
7.25 ft Fv'
85 psi
Width tributary to beam:
11.5 ft
Unbraced Length
2 ft Height Required
7.3 in
CD 1.00 CF
1.00 A Req'd
34 in^2
CM ' 1.00 Cv
1.00 S Req'd
48 in^3
Ct 1.00 Cfu
1.00 1 Req'd
71 in^4
Cf 1.00 Cr
1.00 Controlling Design
Bending
CH 1.00 Cc
1.00
CL 1.00
Fbe= 47904
le= 4.1
RB= 3.4 Fb'= 875
Total Uniform Load
538 plf
Mmax
3532 ft -Ib
Vmax
1949 Ib ❑ Shear at d from face?
EI Req'd
92 •10^6 #-in^2
i
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/27/2003
Location: B11
Slope of roof
Dead Load
6 :12
Live Load
5.5 in
TULL Defl. Criteria (U)
Length of Beam
Width tributary to beam:
❑ Round Member
Unbraced Length
CD
1.00 CF
CM
1.00 CV
Ct.
1.00 Cfu
Cf
1.00 Cr
CH
1.00 Cc
CL
1.00
Fbe=
51982
RB=
3.3
Total Uniform Load
23 in^2
Mmax
S Req'd
Vmax
1.00
EI.Req'd
77 in^4
Y
le=
Fb'=
❑ Valley Beam
6 :12
Select Beam Width
5.5 in
27.5 psf
—
❑ Round Member
16 psf
DF -L #2
I
IV
FZ] Horiz. Member
240 360
Fb'
874 psi
9.25 ft
Fv'
85 psi
6 f
2 ft
Height Required
6.7 in
1.00
A Req'd
23 in^2
1.00
S Req'd
41 in^3
1.00
1 Req'd
77 in^4
1.00
Controlling Design
Bending
1.00
4.1
875
280 plf
3000 ft -Ib
1297 Ib
❑ Shear at d from face?
100 '1016 #-in^2
Beam
Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: B12
❑ Valley Beam
Slope of roof
6 :12 Select Beam Width
5.125 in
Dead Load
27.5 psf
❑ Round Member
Live Load
16 psf
24F -V4 Glu -Lam
❑✓ Horiz. Member
TULL Defl. Criteria (U)
240 360 Fb'
2395 psi
Length of Beam
12 ft ; Fv'
190 psi
Width tributary to beam:
6 ft "
Unbraced Length
2 ft Height Required
6.6 in
CID 1.00 CF
1.00 A Req'd
13 in^2
CM 1.00 Cv
1:00 S Req'd
25 in^3
Ct 1.00 Cfu
1.00 1 Req'd
121 in^4
Cf 1.00 Cr'
1.00 Controlling Design
Deflection
CH 1.00 Cc
1.00
CL 1.00 ,
Fbe= 63743
le= 4.1
RB= 3.5 Fb*=
2400
Total Uniform Load
280 plf
Mmax
5049 ft -Ib
Vmax
1683 Ib ❑ Shear at d from face?
EI Req'd
218 *10^6 #-in^2
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/29/2003
Location: B13
Slope of roof
Dead Load
6 :12
Live Load
5.5 in
TULL Defl. Criteria (L)
Length of Beam -
Width tributary to beam:
Unbraced Length
16 psf
CD
1:00 CF
Cm.
1.00 CV
Ct
1.00 Cfu
Cf
1.00 Cr
CH
.1.00 Cc
CL
1.00
Fbe=
61248
RB=
3.4
Total Uniform Load
A Req'd
Mmax
1.00
Vmax
45 in^3
EI Req'd
1 Req'd
le=
Fb'=
3 Co
[—]Valley Beam
6 :12
Select Beam Width
5.5 in
27.5 psf
El Round Member
16 psf
FDF
Horiz. Member
240 360
Fb'
1348 psi
12 ft
Fv'
85 psi
6 f
2 ft
Height Required
7.0 in
1.00
A Req'd
30 in^2
1.00
S Req'd
45 in^3
1.00
1 Req'd
136 in^4
1.00
Controlling Design
Bending
1.00
4.1
1350
280 plf
5049 ft -Ib
1683 Ib
❑ Shear at d from face?
218 '10^6 #-in^2
3 Co
3q
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/27/2003
Location: B14
❑ Valley Beam
Slope of roof
6 :12
Select Beam Width
5.125 in
Dead Load
27.5 psf
❑ Round Member
Live Load24F-V4
16 psf
Glu -Lam
❑✓ Horiz. Member
TULL Defl. Criteria (U)
240 360
Fb'
2337 psi
Length of Beam
20 ft
Fv'
190 psi
Width tributary to beam:
6 ft
Unbraced Length
2 ft
Height Required
- 11.0 in
Co
1.00 CF
1.00
A Req'd
22 in^2
CM
1.00 Cv
0.97
S Req'd
72 in^3
Ct
1.00 Cfu
1.00
1 Req'd
561 in^4
Cf
1.00 Cr
1.00
Controlling Design
Deflection
CH
1.00 Cc
1.00
CL
1.00
Fbe=
38246 le=
4.1
RB=
4.5 Fb*=
2400
Total Uniform Load
280 plf
Mmax
14024 ft -lb
Vmax
2805 Ib
❑ Shear at d from face?
EI Req'd
1010 *10^6 #-in^2
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/27/2003
Location: B15
❑ Valley Beam
Slope of roof
6 :12
Select Beam Width
5.5 in
Dead Load
27.5 psf
El Member
Live Load
16 psf
DF -L #i
[I Horiz. Member
TULL Defl. Criteria (U)
240 360
Fb'
874 psi
Length of Beam
6.25 ft
Fv'
85 psi
Width tributary to beam:
9 ft
Unbraced Length
2 ft
Height Required
5.5 in
CD
1.00 CF
1.00
A Req'd
23 in^2
CM
1.00 CV
1.00
S Req'd
28 in^3
Ct
1.00 Cfu
1.00
1 Req'd
36 in^4
Cf
1.00 Cr
1.00
Controlling Design
Bending
CH
1.00 Cc
1.00
CL
1.00
Fbe=
62821 le=
4.1
RB=
3.0 Fb*=
875
Total Uniform Load
421 plf
Mmax
2054 ft -Ib
Vmax
1315 Ib
❑ Shear at d from face?
EI Req'd
46 *10"6 #-in^2
3Qi
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence
Date:
1/27/2003
Location: B16
❑ Valley Beam
Slope of roof
6 :12
Select Beam Width
5.125 in
Dead Load
27.5 psf
Round Member
Live Load
16 sf
p
24F -V4 Glu Lam
Horiz. Member
TULL Defl. Criteria (U)
240 360
Fb'
2395 psi
Length of Beam
12 ft
Fv'
190 psi
Width tributary to beam:
6 ft
Unbraced Length
2 ft
Height Required
6.6 in
CD 1.00 CF
1.00
A Req'd
13 in^2
CM 1.00 Cv
1.00
S Req'd
25 in^3
Ct 1.00 Cfu
1.00
1 Req'd
121 in^4
Cf 1.00 Cr
1.00
Controlling Design
Deflection
CH 1.00 Cc
1.00
CL 1.00
Fbe= 63743 le=
4.1
RB= 3.5 Fb'=
2400
Total Uniform Load
280 plf
Mmax
5049 ft -Ib
Vmax
1683 Ib
❑ Shear at d from face?
EI Req'd
218 '10^6 #-in^2
4-0
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/27/2003
Location: B17
❑ Valley Beam
Slope of roof
6 :12
Select Beam Width
5.5 in
Dead Load
27.5 psf
❑ Round Member
Live Load
16 psf
DF -L #2 -
[D Horiz. Member
TULL Defl. Criteria (U)
240 360
Fb'
874 psi
Length of Beam
7 ft
Fv'
85 psi
Width tributary to beam:
15 ft
Unbraced Length
2 ft
Height Required
8.0 in
CD
1.00 CF
1.00
A Req'd
43 in^2
CM
1.00 Cv
1.00
S Req'd
59 in^3
Ct
1.00 Cfu
1.00
1 Req'd
83 in^4
Cf
1.00 Cr
1.00
Controlling Design
Bending
CH
1.00 Cc
1.00
CL
1.00
Fbe=
43440 le=
4.1
RB=
3.6 Fb*=
875
Total Uniform Load
701 plf
Mmax
4295 ft -Ib
Vmax
2454 Ib
❑ Shear at d from face?
El Req'd
108 *10^6 #-in^2
. 41
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/27/2003
Location: B18
Slope of roof
❑ Valley Beam
Dead Load
Select Beam Width
5.125 in
Live Load
TULL Defl. Criteria (U)
Member
Length of Beam
24F V4 Glu -Lam
Width tributary to beam:
Horiz. Member
Unbraced Length
Fb'
2393 psi
CD
1.00
CF
CM
1.00
CV
Ct
1.00
Cfu
Cf
1.00
Cr
CH
1.00
Cc
CL
1.00
365 in^4
Fbe=
44128
le=
RB=
4.2
Fb*=
Total Uniform Load
Mmax
Vmax
EI Req'd
11 - . . .. .
❑ Valley Beam
6 :12
Select Beam Width
5.125 in
27.5 psf❑Round
Member
16 psf
24F V4 Glu -Lam
Horiz. Member
240 360
Fb'
2393 psi
12.25 ft
Fv'
190 psi
17 ft
2 ft
Height Required
9.5 in
1.00
A Req'd
38 in^2
1.00
S Req'd
75 in^3
1.00
1 Req'd
365 in^4
1.00
Controlling Design
Deflection
1.00
4.1
2400
795 pif
14906 ft -Ib
4867 Ib
❑ Shear at d from face?
657 *10^6 #-in^2
11 - . . .. .
Beam Sizer Design Program
VerTech Engineering
Project: Botello Residence Date: 1/27/2003
Location: B19
Slope of roof
Dead Load
6 :12
Live Load
5.125 in
TULL Defl. Criteria (L)
Length of Beam
Width tributary to beam:
Unbraced Length
16 psf
CD
1.00 CF
CM
1.00 CV
Ct
1.00 Cfu
Cf
1.00 Cr
CH
1.00 Cc
CL
1.00
Fbe=
45029
RB=
4.2
Total Uniform Load
A Req'd
Mmax
1.00
Vmax
70 in^3
EI Req'd
1 Req'd
le=
Fb*=
42
❑ Valley Beam
6 :12
Select Beam Width
5.125 in
27.5 psf
❑ Round Member
16 psf
24F -V4 Glu Lam
Horiz. Member
240 360
Fb'
2393 psi
12.25 ft
FV
190 psi
16 ft
2 ft
Height Required
9.3 in
1.00
A Req'd
36 in^2
1.00
S Req'd
70 in^3
1.00
1 Req'd
344 in^4
1.00
Controlling Design
Deflection
1.00
4.1
2400
748 plf
14030 ft -Ib
4581 Ib
❑ Shear at d from face?
619 *10^6 #-in^2
42
PROJECT bo�rj
I 0
VERTECH ENGINEERING
PAGE 4
ENGINEER AT
DATE 1 O
- DESIGN OF
Grckv i
C col u yy\ n 6
C -.
Vel =
362316
549 I1,
L� _ °�
Co;x F2.5
Ve-2 =
3Co2 3 16
Lu =moi'
4x�
E53
2,11 4
L u = + x Co
C 4 -
q 63 -+- UB4 = -211-+16 15(o 5 16
3(.o? -D2 16
1-- u
p
C5 _
x/84
+ �/ as = 1 Seo S 16 20 S 4 b = 32216
1-2 ESLP
C
20 5 16
x G
0-4 -
u =
224416
Lu =
C� 12,L(� E S L P
L u =
4 x Ca
_
Cc) -
v$r2
t 1 I 5 16 = 1 CA�)3 Ib
11-4S Ho
i2' E5LP
PROJECT ' BC:)A-a,I I VERTECH ENGINEERING PAGE 44
ENGINEER A DATE 1 o3
DESIGN OF ( c a. %j w%n S
C-08 +
Lw
C.,l► -4. 2t0S �6 = ++x16I6
Lu = 1 Ie -2 ESLP
C V2 Vg14 2?joS Ito +1(ob- 1->
Lu = 9' 12 ``YC ESLP
Cis - VgI(.
x Co
C.4 - VQ►�► = 4S8 I I �
L Lt � � 4 x Ca
4S
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
Stability Reduction
_Column Capacity
(Ibs)
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
Stability Reduction
Column Capacity
Obs)
le (ft)
Cp
Fc' (psi)
6X6
6X8
6X10
6X12
5
0.94
943
28511
38879
49247
59614
6
0.91
912
27586
37618
47649
57681
7
0.87
872
26373
35963
45553
55143
8
0.82
821.
24841
33874
42908
51941
9
0.76
761
23015
31384
39753
48122
10
0.69
694
20989
28621
36253
43886
11
0.63
625
18906
25781
32656
39531
12
0.56
559
16902
23048
29194
35340
13
0.50
498
15061
20538
26015
31492
14
0.44
444
13421
18302
23183
28063
15
0.40
396
11984
16342
20700
25057
16
0.35.
355
10734
14637
18541
22444
17
0.32
319
9650
13159
16669
20178
18
0.29
288
8710
11877
15044
18212
19
0.26
261
7892
10762
13632
16502
20
0.24
237
7179
9789
12400
15010
21
0.22
217
6554
8937
11321
13704
22
0.20
•199
6005
8188
10372
12555
'23
0.18
182
5520
7527
9534
11541
24
0.17
168
5090
6940
8791
10642
25
0.16
156
4707
6418
8130
9842
26
0.14
144
4365
5952
7539
9127
27
0.13
134
4058
5534
7010
8486
28
0.13
125
3782
5158
6533
7909
29
0.12
117
3533
4818
6103
7388
30
0.11
109
3308
4511
5714
6917
4 --
Timber Column Design Values
Per NDS 3.7
VerTech Engineering
Round Column Design
Diam:
12 in
Grade
Fc
E
d
KcE
c
DF (N) #1
850
1500000',
10.6
0.3
0.85
ESLP #1
500
1100000
ESLP #2
425
1100000
Stability
Reduction
DF (N)
#1
ESLP #1
ESLP
#2
Column Capacity
(lbs)
le (ft)
Cp
Fc' (psi)
Cp
Fc' (psi)
Cp
Fc' (psi)
DF(N)#I
ESLP #1
ESLP #2
5
0.99
842
0.99
496
0.99
422
95228
56125
47762
6
0.99
838
0.99
495
0.99
421
94805
55930
47623
7
0.98
834
0.98
492
0.99
420
94285
55691
47453
8
0.97
828
0.98
490
0.98
418
93655
55405
47251
9
0.97
821
0.97
487
0.98
416
92901
55066
47013
10
0.96
814
0.97
483
0.97,
413
92006
54669
46737
11
0.95
804
0.96
479
0.97
410
90950
54205
46416
12
0.93
793
0.95
475
0.96
407
89708
53667
46047
13
0.92
780
0.94
469
0.95
403
88253
53043
45624
14
0.90
765
0.93
463
0.94
399
86558
52325
45139
15
0.88
748
0.91
455
0.93
394
84597
51499
44587
16
0.86
728
0.89
447
0.91
389
.82348
50554
43958
17
0.83
706
0.87
437
0.90
382
79804
49480
43245
18
0.80
681
0.85
427
0.88
375
76976
48268
42441
19
0.77
653
0.83
415
0.86
367
73894
46917
41540
20
0.73
624
0.80
402
0.84
358
70616
45432
40538
21
0.70
594
0.78
388
0.82
349
67211
43825
39436
22
0.66
564
0.74
372
0.80
338
63755
42120
38240
23
0.63
533
0.71
357
0.77
327
60321
40344
36961
24
0.59
504
0.68
341
0.74
315
56967
38531
35613
25
0.56
475
0.65
325
0.71
303
53738
36710
34218
26
0.53
448
0.62
309
0.68
290
50663
34912
32796
27
0.50
422
0.59
293
0.65
277
47759
33159
31369
28
0.47
398
0.56
278
0.62
265
45032
31467
29956
29
0.44
376
0.53
264
0.59
253
42483
29849
28573
30
0.42
355
0.50
250
0.57
241
40107
28312
27231
VerTech Engineering
Project: e5o4el 1 O Page:
Engineer: AT Date: � —D
Design of: Roof Framing
Roof Loads
DL= 27.5 psf
LL= 16 psf
Roof plywood:
1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to
framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge
nail at gable end trusses, drag trusses, frieze blocking and all supported edges.
sses:
Rafters:
Spacing = 24" o.c.
Loads:
T.C. Live Load = 16 psf
T.C. Dead Load = 19.5 psf
B.C. Dead Load = 8 psf
Total Load = 43.5 psf
Live Load = 16 psf
Dead Load = 19.5 psf
Total Load = 35.5 psf
Typical Headers (uno)
Use 6X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0".
0
d 1.
Project:._ Solyd O
Engineer: AT
sign of: Foundations
VerTech Engineering
Soil Bearing: 1000 psf;
Concrete stem wall (Non -retaining): (fc'=2500 psi)
8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height.
Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O.
Masonry stem wall (Non -retaining): - .
8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way.
Continuous footings: (fc' = 2500 psi)
Width
Thickness
Cap (alf)
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.
read Footings:(fc'=2500 psi)
Label
ISize
Thickness
F1
1'-0" Sq.
12
F1.5
1'-6" Sq.,
12
F2
2'4" Sq.
12
F2.5
21-6" Sq.
12
F3 .
3'-0" Sq.
12
F3.5
3'-6" Sq.
12
F4
4'-0" Sq.
12
F4.5
4'-6" Sq.
12
F5
5'-0" Sq.
12 .
F5.5
5'-6" Sq.
12
F6
6'-0" Sq.
18
F6.5
6'-6" Sq.
18
Reinforcing
Ea Way
(1) #4
(2) #4
(2) #4
(3) #4
(4) #4
(5) #4
(5) #4
(6) #4
(7) #4
(5) #5
(8) #5
(9) #5
CaD.
KIDS
1
2.25
4
6.25
9
12.25
16
20.25
25
30.25
36
42.25
Connnector
Simpson
PB
PB
PB
PB
CB
CB
CB
CB
CB
CB
CB
CB
Page:
Date: 1 O
Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements.
T
N
SITE PLAN REVIEW APPLICATION
Date: AP# 3 4)- Li 6 O— O S-7
Permit Number (if applicable) 0 S I
APPLICANT INFORMATION Parcel Size: B C� A (_
Owners Name:
Owners Address: _11439 LA f-1GS)ZO O m AV 6 . X1-1 1 C O LA
Telephone No.:
Situs Address:
Proposed Use:
Residential
New Single Family Residential
❑ Single Family Addition
❑ Mobile Home
❑ Residential Accessory
❑ Permanent Second Dwelling
❑ Temporary Mobile Home (Aunt Minnie)
❑ Temporary Travel Trailer
❑ Multi -family ,
Non-residential
❑ New Commercial
❑ Single Family Remodel
❑ Commercial Addition ❑ Commercial Remodel
❑ New Industrial
❑ Industrial Addition ❑ Industrial Remodel
Other
❑ Septic ❑ Well
❑ Agricultural Exempt Building
❑ Other:
Brief Explanation (if necessary):
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 Date 2— 2 25—
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:
• Flood Panel No.: S td 0-1 Index Date: 6-9-96
❑ 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: Is P,^ 1
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
(.
Side
Side Street
Rear
Height
Waterway
N/A
N/A
N/A
❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Applicable Development Fees:
Standard Fees Amount Formula
❑ 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)
* 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: Legal Access Provided: ❑ No ❑ Yes
Deed of Reference: Legal Access Required ❑ No ❑ Yes
Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:
Complies with County Standards for Decd Creation:❑ No ❑ Yes
Comments:
❑ 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
2 Subdivision Map/Parcel Map: DV a -H -P vx,,
Map Date of Recording: H 2-,— 0
❑ Use Permit/Minor Use Permit
Permit Number:
L-�.113-1�> cs�r 41F 1
Book: I S I
Date of Approval:
Page:-I'IZ7
-11
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 Plan
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
❑ 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.
n
Page 4 of 5
N OTE S
1. THIS SHEET SHOWS ADDITIONAL MNFORMATX)K IS FOR
ADDITIONAL INFORMATION PURPOSES ONLY. CSG
CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED To
AFFECT RECORD TITLE INTEREST.
2 A SOLID FENCE CHAMN LINO. BRICK. BLOC( OR SWM
MATERIAL. NOT WOOD. A MINIMUM OF SIX FEET IN HEK*ff SHALL
BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY
LINES OF THE PROJECT. PRIOR M ISSUANCE OAF BUILDNG PERMITS
FOR ANY RESIDENCE IN PHASE 1 SAID FENCE SHALL BE
CONSTRUCTED ALONG THE SOUTH LME OF PHASE 1.
3. DEVELOPMENT OF ALL LOTS N THIS SUBDIVISION MALL REQUIRE
CONNECTION TO A PUBLIC WATER SUPPLY.
4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE
ENCOUNTERED DURING PROJECT CONSTRUCTION. SITE DEVELOPMENT
SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE
IMMEDIATELY RETAINED.
S. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY.
REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN
SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS
DEVELOPED.
6. A DEVELOPMENT IMPACT FEE FOR SHERWrS FACILITES SHALL
BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE I
OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BULDING
PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK.
SAID FEE AMOUNT WALL BE DETERMINED AND CALCULATED AS OF
THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE
PERMT.
7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED
EXCEPT FOR THOSE REQUIRED FOR ROADS„ DRIVEWAYS. OR
_ - BUILDINGS A NO DISTURBANCE SETBACK SHAH 13E PROVIDED
COMMENCING FROM THE OUTER EDGE OF THE OAX TREE CANOPY.
1 " = 100
S( o rZ 11/7 LJ Lq-26- v �
ADDITIONAL INFOPMAT1ON SHEET
DURHAM LAND ESTATES
PHASE 1
•
BEING A PORT70N CIF Tim
SOU774EAST 1/4 OF SE;CTIION 24 TOW7VS"P 21
AXNR � 7� SOG?1<��% � T>�11
SECTION 30, TOW ,9W 21 NORTK
. RANGE 2 EAST, M.D.M
Dec 17 02 11:3aa
p.2
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.
I personally plan to provide the major abor and materials for construction of the proposed
property improvement: YES E3 NO
I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work
3. I have 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 major work:
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
5. I will provide some of the work but I have contracted (hired) the following
the work indicated: persons to provide
NAME ADDRESS PHONE TYPE OF WORK
SIGNED: _ n
PROPERTYOWNER:/--' c r I--
NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the
California Health and Safety Code. This verification must be completed and
returned to our office before we are permitted to issue the permit.
OVER
Dec 17 02 11:37a
P•1,
Dear. Property Owner:
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 be signed by property owners unless they are personally
performing 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:
0 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.
0 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,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially
serious with respect to worker's compensation insurance.
0 For more specific information 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
perform 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""ownerbuilder" .
building permit, erroneously implying that the property owner is providing his or her own labor and material
personally. Building permits are not required to be signed by property owners unless they are performing their own,,
work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License
Board in your community. or at 1020 N Street, Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we ca' dconfirm
that you are aware of these matters. The building permit will not be issued until the verification is returned
Sina:rel , / /
iui
h ichadl C. Vieira, C.B.O.
Manager, Building Inspection
NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
OVER
0
TO:
FROM:
DATE:
INTER -DEPARTMENTAL MEMORANDUM
BUILDING DIVI ION, ROVILLE
ENVIR. HEALTH, CHICO
EUTTE
COUNTY
MAY 19 2PO4
DEVELOPMENT
SERVICES
RELEASE ENV. REALTH HOLD ON BUILDING FINAL FOR:
OWNER NAME: ��,d SEPTIC: WELL:
Aft -0-39"16019-05-7 ADDRESS/LOCATION: /?7`-�'
GUmemos/releasehold
-
aa
, n n
NO i E:
GENERAL SPECIFICATIONS
� II;«..�T1c-0 "" ��.�, r
"` - ._ SIZE 2 x 40 AREA Ap 0 �DEPTH3 v T04'O
p :a�rgtu&,
-fi g@S SHAPE CU S TOM PERIMETER 104
````��%%"' 6uldeaspun Cupped TEMPLATE N0. /�' CUSTOM
1 0 � lea �--esn TILE SIZE 6 --x 6
02�ddV HY1d
ONICIllt18-NO1SV1140NINNIf'i. TILE COLOR 0 T S
N090202
SARA ANN CT_
r
C r- A -r
OWNER:
TO DETERMINE APPROXIMATE ELEVATION
OF POOL ON DAY OF EXCAVATION.
DOWNER:
POOL AREA TO BE FENCED, PER COUNTY
OR CITY ORDINANCE. GATES TO BE SELF
CLOSING AND SELF LATCHING.
BY OWNER
OWNER
'WET DOWN CONCRETE SHELL AT LEAST
TWICE DAILY FOR 7 DAYS.
DO NOT TURN ON POOL LIGHT WHEN POOL
IS EMPTY.
IDO NOT USE RUBBER HOSE WHEN FILLING
POOL AS 1T WILL MARK PLASTER.
NOTE
�..—.
SCALE .1/8" = 1'0"
PLASTER -GRE -Y--
PQ SS I BLE PEBBLE - T E
F-LEi.i,Aj., A'�ClN.
COPING COLOR N O
'iiC:i,Ci;F+t ( NOT PLAN � :a
C -sl s:
SHALLCOP-4PLY
POOL CAPACITY 141500
I,
I
C
COPING N O
F-LEi.i,Aj., A'�ClN.
COPING COLOR N O
'iiC:i,Ci;F+t ( NOT PLAN � :a
C -sl s:
SHALLCOP-4PLY
POOL CAPACITY 141500
GALS.
O 3,tt�;�
!r,IiTH PREN'T 6T "�
".[3
PUMP CAPACITY i ID
G.P.M.
��^
MOTOR H.P. j L Z
H.P.
FILTER 46
SO. FT.
FILTER RATE 110
G.P.M.
TURNOVER 2 3 4
HRS.
VACUUM LINE & SKIMMER 2 -
RETURN LINE 2
RETURN
MAIN DRAIN (� Z
RAISED W AL �
SKIMMER -MODEL (2 U-'3
BACKWASH TO DIS LINE
' OF,%" FILL LINE
ANTI -SYPHON VALVE AUTO F J L
I
HEATER N O SIZE N O
CTU
GASLINE BY:- N 0 — VENTED -BY:" `N
0
2
t
uGH, 2 250 (W
'( Ll G NT
SEA -1-'
CLACK 220 (V)
j�'
1 '-S 1wr
ELECTRIC BY: C � F,
EL CTRICAL BONDING BY: C., F, P
POOL CLEANER PO O L- V A C
ST CEPS
CHLORINATOR N Q
BOARD -SIZE N U ` COLOR N O
BOARD SUPPORTS -
LADDER -Model N O
SLIDE-Mc.l.
o YES�G
C.
STUB PLUMB
i3UT E COUN l T
TILE & COPING ASAII ❑ OTN
r
1QILDING DEPART i;�'.'`.:
BY: C F P
p p R 0 r�
DECK
N O
Ak .
TREES. ETC.
CONCRETE REMOVAL BY: N Q
PERMIT OFFICE
SALES OFFICE
RAISED t4ND 2EAM: I gtl
YES IY NO ❑ HEIGHT WIDTH
12
PHONE N0.
MGR.
JOB N0.
SALESMAN
MAP BOOK NO.
DATE
SWIMMING POOL
LEGAL DESCRIPTION
NAME ANN
BOTELLO
AP 039-460-057
ADDRESS 9309
SARA ANN CT
DWN.aY
DURHAM CA
LOT NO:
CROSS STREETS
TRACT N0.
CK'D.\V
RES. PHONE
3 43-9145 BUS. PHONE
BOOK PAGE
BLOCK
PAINTS
CARE -FREE POOLS
MAILING ADDRESS
S_
#9 Alyssum Way
C_
Chico, California 95928
Bill Bell
Contr. Lica #380826 Phone 342-4639
l
N090202
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