HomeMy WebLinkAboutB19-4467 SITE PLAN REVISED 9.4.20201
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LHDesignsHomes.comLHDesignsHomes.comSheet Title:
Client Address:
Job Site Location:
www.LHdesignsHomes.com
Sheet Number:
Authorization By:
Project Information:
Signature only by:
Jason Liebgott
ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY
THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF
LH DESIGNS AND SHALL NOT BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION. ANY
UNAUTHORIZED REUSE OF THIS DRAWING SHEET
OTHER THAN FOR THE PROJECT AND LOCATION
SHOWN IS PROHIBITED.
16 Patches Drive Chico,CA 95928
(530) 891-1889
LH Designs
Residential Plans & Design Consulting
C.S.
Cover
Sheet
Project Description:
Main Residence-
Number of Stories:
Fire Sprinklers:
Year Built:
Occupancy Class:
Building Use:
Code Analysis-
Applicable
Codes:
Construction Type:V-B
Project Information:
(1)
Required (By Others)
N/A
R-3/U
Residence
Proposed project is for a new three bedroom two and half bath
residence. Project also has an attached garage and rear
covered patio area. Project also has a proposed building pad to
be (BY OTHERS). Please see plans for further information.
MINIMUM EROSION AND SEDIMENT CONTROLS
FOR PROJECTS DISTURBING LESS THAN ONE ACRE
The BMP's (Best Management Practices) listed below must be in place during time of construction.
The BMP's listed are minimum requirements and additional BMP's could be required based
Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over
construction grade fabric.
All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets
are wet or during a rain event there shall be no tracking of soils onto the street.
Wattles installed properly behind curb or sidewalks.
Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site.
Internal filters placed inside each drain inlet.
Trash bars across the back of all drain inlets.
Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk.
(Straw or erosion blankets may be used for this application).
Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or
erosion blankets may be used for this application).
All paint, fuel, construction products etc. shall be stored in a covered location away from
sidewalks and storm drain inlets.
Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and
at least 50' from the nearest storm drain inlet.
All trash must be collected and stored properly. Do not let items such as drywall mud boxes,
paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff.
Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for
this application. Rollaway bins may also be used. All concrete washout systems shall be placed
off of the paved streets.
STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION AND SURFACE DRAINAGE
PLAN TO BE SITE/LOT SPECIFIC. A PLAN SHALL BE SUBMITTED WITH EACH PERMIT APPLICATION
AND REVIEW PRIOR TO ISSUANCE. REFER TO 2016 CGBSC SECTIONS 4.106 SITE DEVELOPMENT.
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1. Please see Sheets T1.0 and T-24 Report for any "Required Special Features" or
"HERS" Requirements, Per Certificate of Compliance, form CF-1R.
Requirements "Special Feature”
2016 C.R.C.,
2016 C.M.C.,
2016 C.E.C.,
2016 C.G.C.,
2016 C.P.C., 2016 C.B.C. (Structural),NProposed Site Plan Scale: 1" = 50'
on site conditions.
TRUSS PLAN BY: SYSTEMS PLUS LUMBER COMPANY
(530)-378-6800
Design Team:
ARCH. PLANS BY: LH DESIGNS
(530)-891-1889
2. Project will require compliance with California Senate Bill 407 for the installation of
water-conserving fixtures.
2016 California Energy Code,
and 2016 California Fire Code.
3. An automatic fire sprinkler system shall be installed in accordance with Section R313
of the 2016 C.R.C. (By Others).
4. An 3 kWdc PV system will be installed under a separate permit per the energy report.
STRUCT. PLANS AND ENGINEERING BY:
STREAMLINE ENGINEERING
(530)-892-1100
BUILDING SETBACKS: ZONE RCR-10
FRONT= 20'
SIDE= 10'
REAR= 10'
WELL
AND PUMP HOUSE
(By Others)
T-24 REPORT BY:
NORCAL GREEN BUILDING CONSULTING
(530)-321-7812
1 00' RAD.
SEPTIC FRE E
SUBMITTAL SETMinetti Residence3769 Royal Mountain Rd.Oroville, CA. 95965Drafting By: JL
Job Name: Minetti
Job# 1909
Date 9-4-20
Rev# 04 0 Minner Mountain Rd.Oroville, CA. 95965APN # 041-080-116CAL FIRE CODE NOTES:
1.) Gate entrances shall be at least two feet wider than the width of the traffic lane and at least 30 feet from the roadway and shall open to allow a vehicle to stop with out obstructing traffic on that
road.
2.)Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign Installation, Location and
Visibility of Addresses. All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases,
the address shall be posted at the beginning of construction and shall be maintained thereafter.
3.) Driveway Surface. The surface shall be capable of supporting a 40,000 pound load (4 inches of compacted road base).
4.) Driveway Grades. The grade for all driveways shall not exceed 16 percent. Driveway Turnarounds. The minimum turning radius for a turnaround shall be 40 feet from the centerline of the road. If a
hammerhead “T” is used, the top of the “T” shall be a minimum of 60 feet in length. Turnouts. Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end.
5.) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length.
(a) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided
no more than 400 feet apart.
6.) Disposal, including chipping, burning or removal to a landfill site of flammable vegetation and
fuels caused by site development and construction, and fuel modification shall be completed prior to completion of road construction or final
inspection of a building permit.
7.) Combustible waste material creating a fire hazard shall not be allowed to accumulate in buildings or structures or upon premises.
8.) A fire break of at least one-hundred (100) feet wide or to the property line which ever is nearer shall be provided around all structures.
9.) If the project is determined to be located in the State Responsibility Area (SRA) fire water storage may be required.
30' CAL FIRE BUILDING SETBACK LINE30' CAL FIRE BUILDING SETBACK LINE30' CAL FIRE BUILDING SETBACK LINE30' CAL FIRE BUILDING SETBACK LINE30' CAL FIRE BUILDING SETBACK LINE30' CAL FIRE BUILDING SETBACK LINE318'
Proposed Building PadProposed Building Pad
130' x 80'130' x 80'
See Elevation Plans for Required SlopesSee Elevation Plans for Required Slopes
at Structures. ( All drainage, Erosionat Structures. ( All drainage, Erosion
Control Plans, Control Plans,
and Pad Design, (By Others). See Erosionand Pad Design, (By Others). See Erosion
Control Notes This Sheet for min. REQ.Control Notes This Sheet for min. REQ.
ProposedProposed
ResidenceResidence
Proposed SolarProposed Solar
(By Others)(By Others)
New 1,500 GalNew 1,500 Gal
Septic TankSeptic Tank
(By OThers)(By OThers)Driveway See CAL Fire
Code Notes
This Sheet For
Requirements
115'230'1,208'1,212'Driveway
Dri
vewa
y
DrivewayDrivewayDr iv ewa y
Dr ive w ayOver Head Power LineOver Head Power LineU .G . P o w e r L in e
2,160 Sq Ft
3,492 Sq Ft
Total Living
Garage/Shop
Covererd
Proch/Deck
Total Area
SQ. FT. FIGURES
660 Sq Ft
672 Sq Ft35'1)THIS PROJECT IS LOCATED IN A WILDLAND-URBAN INTERFACE FIRE AREA
AS DEFINED IN SECTION 702A AND SHALL COMPLY WITH ALL THE
SECTIONS OF THIS CHAPTER.
2) FIRE SPRINKLERS TO BE INSTALLED IN THE PROPOSED STRUCTURE
BEING BUILT. FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER A
SEPARATE PERMIT. (BY OTHERS)
3) ALL VENTS MUST BE APPROVED BY LOCAL OR STATE FIRE MARSHAL.
4) Exterior glazing in accordance with CRC R337.8.2.1. One pane of
window shall also be tempered. Revise floor plan as necessary to indicate this
requirement.
5) Fire resistive exterior doors in accordance. The door exterior surface shall
be of noncombustible or ignition-resistant materials or be constructed of solid
core wood 1-3/8” thick or have a fire-resistive rating of not less than 20-minutes.
[CRC R337.8.3].
WILDLAND-URBAN FIRE NOTES:
6) Ignition resistant or non-combustible eaves and soffits. Open Roof Eaves
require noncombustible or ignition-resistant materials. Provide manufacturer’s
documentation. [CRC R337.7.5].
7) Attic vents and foundation vents shall be fully covered with
metal wire mesh or noncombustible materials with minimum of 1/16” and shall
not exceed 1/8” openings.
8) Roof Gutters shall be provided with means to prevent the
accumulation of leaves and debris in the gutter. [CRC R337.5.4].
9)Approved eave vents that resist the intrusion of flame and burning
embers. [CRC R337.6.3 Exception #1].
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Plan Check
# BP19-4467
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C.S.COVER SHEET
GN.1 GENERAL NOTES
GN.2 GENERAL NOTES
T1.0 CF-1R
A1.0 FLOOR PLAN
A2.0 ELEVATIONS
A3.0 SECTIONS & DETAILS
A4.0 ROOF LAYOUT PLAN
E1.0 ELECT. PLAN
M1.0 MECH. PLAN
SN-1 STRUCT. NOTES
S-1 FOUND. & SHEAR
S-2 ROOF PLAN
SD-1 DETAILS
SD-2 DETAILS
Sheet Index:
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Project Disclaimer:
No Liability is assumed for the accuracy of the following data. In the production of these plans LH Designs has made every attempt to avoid mistakes, however we cannot guarantee
against human error. It is the responsibility of the contractor to examine all dimensions, elevations and quantities. The contractor is responsible for doing so prior to beginning construction.
In the event that variations in the practices of contractors arise, the builder is to assume responsibility for materials. Variance in climatic conditions, hardware requirements, and local
building and agency codes fall to the responsibility of the builder as well.
These plans are provided without warranty of any kind, spoken or implied, including and warranties of the selling value and/or condition of the plans for a specific purpose. LH Designs and
the drafter are not liable for damages, direct or indirect, that may arise from the non-success of a design. LH Designs and the drafter shall not be liable for any injury to any person or any
property that occur, directly or indirectly, from these plans.
In no event are LH Designs to be held liable to you for any damages, including lost profits or assets, incidental or consequential, that may come out of your inability to use these plans. In
addition, LH Designs and the drafter are not liable for any claim by any other party.
Written Dimensions Shall have precedence over scale dimensions. Contractors must be responsible for dimensions and conditions of the job. LH Designs must be notified of any
variations from the dimensions and conditions of these plans.
Every permit issued shall become invalid unless the work authorized by such permit is commenced within 180 days after its issuance or after commencement of work if more than 180
days pass between inspections. The building official is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be
requested in writing and justifiable cause demonstrated. R105.5 Expiration.
Existing Existing
Leach FieldLeach Field
(By OThers)(By OThers)
15' In Let 15' In Let
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49'49'
30'30'
28'28'
16'16'64'64'
40'40'
82'82'65'65'
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New PlasticNew Plastic
"D" Box"D" Box