HomeMy WebLinkAboutB10-1975 CALFIRE FINAL INSPECTION:alifornia Department of Forestry and Fire Protection
Butte County Fire Department
Fire Prevention Bureau
176 Nelson Avenue, Oroville, CA 95965
(530) 538-7888 Office, (530) 538-2105 Fax
Final Inspection Sheet
Property Owners Name:
Property Location: \z7L ao OMAN 1 Un
City:
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Inspector:
Inspection ate: J r T�Permit#31n--1 1q -7 APN#
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Correct Notes
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1273.02 ❑Roadwe ewa Surfaces
1273.03 ❑ Roadwa D avewu Grades
1273.04 O Roadway eway Radius
1273.05 O Roadway Driveway Turnarounds
1273.06 O Roadway ❑ Driveway Turnouts
1273.07 O Roadway ❑ Driveway Structures
1273.08 One -Way Roads
1273.09 Dead -End s
1273.11 O Roadwa RoadDrivewa Gate Entrance
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1274.01. Size of Letters, Numbers and Symbols for Street and Roads Signs
1274.03. Height of Street and Road Signs
1274.05. Intersecting Roads, Streets and Private Lanes
1274.06. Signs Identifying TmO is Access limitations
1274.07. Installation of Road, Street and Private Lane Si ms
"MRS., IMMMUMAMM
1274.08. Addresses for Buildings
1274.09. Size of Lepers, Numbers and Symbols for Addresses
1274.10. Installation, Location and Visibilit of Addresses
1276.01 Setback for Structure Defensible Space
Same Practical Effect Re uircmcros for buildings less then 30 feet from properly line
1276.02 Disposal of Flammable Ve Fetation and Fuels
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If required, rc uest to see a co of the conversion permit or Timber Harvest Plan
FORM: "RISIM01 . .
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704A.1.2 Roof coverings
704A.1.3 Roof vaile s
704A.1.5 Roof gutters
704A2.2 Eave or cornice vents
704A.2.3 Favc protection
704A.3.1.1 Exterior wall coveri n gs
704A.3.2 Exterior wall openings
704A.3.2.I Exterior wall vents
704A.3.2.2 Exterior glazing and window walls
704A.3.2.3 Exterior door assemblies
704A.4.1.1 Decking surfaces
704A.4.2.1 Underside of appendages and noor projections.
704A.4.2.2 Unenclosed under Iloor protedion
Chapter 15 RoofrnL and Roof Structures
1503.1, 1503.2, 1503.3 Roof Coverin s within State Res ons it Arca
3807.3, LPG Tank Clearance of Combustibles
3807.4 Protectin LPG containers from vehicles
RE -INSPECTION DATES 1
SP' TOR RE -INSPECTION DATES INSPECTOR
1" —
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2" Inspection passed on: ,/
The above 2 residential ❑ ancillary structure has been built to meet all applicable state and local fire safe standards including those
standards, described in Govemment Code Section 51189(b).
linss{pfccttoojrr Signature
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Instlector- a N UP_ r
California Department of Forestry and Fire Protection
Butte County Fire Department
176 Nelson Avenue, Oroville, CA 95965
(530) 538-7888 Office, (530) 538-2105 Fax
Fire Safe Requirements Correction Notice
Inspection Date: (4 -15 -IC- PerrnitlN7 /v - 19 43 APN# &533 -:3. 3r) -ni)in
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ROADWAY/ DRIVEWAY STANDARDS
1273.01. Road Width
All its shall be constructed to Provide a minimum oftwo nine -fool traffic lanes providing
two-way, traffic Row, unless other standards arc provided in this article, or additional
requirements arc mandated by local jurisdictions m local subdivision requirements.
Roadways can serve more than one panel.
1273.10 Driveways
(a) All new driveway construction; or an extension arm existing driveway shall comply with
Public Resources Code 4290 madway requirements. Driveways can only serve a single
reel.
(b) All driveways shall provide a minimum 10 tom a? lane and u a Iruded vertisgal
clemmd,o talon its ontue lm th.
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(e) Driveways exceeding 150 feet m length, but les than BW feet in length, shall pmvide a
turnout new the midpoint of the driveway. Wheat the driveway exceeds 800 feet, radicals
shall be provided no more than 400 feel stand.
(d) A turnaround shall be provided to all building sun on driveways over 300 feet in length,
and shall be within 50 feel critic building.
1273.02 O Roadway 0 Driveway Surfaces
The surface shall provide nobstucted access to conventional drive vehicles, including
sedans and fire engines. Surfaces should be established in confaWance with local ordinances,
and be capable of supporting a 40,000 pound load. 4" artless 2 aggregate base shall be
resimand far all driveways, tumours and turnarounds.
1273.03 0 Roadway 0 Driveway Grades
The grade fa all driveways shall not exceed 15% without being paved. Grades over 15%
shall have 4" of class 2 aggregate base and 2" of asphalt damage. No driveways allowedin
excess of 20%.
1273.04 O Roadway 0 Driveway Radius
(a) No roadway shall have a horizontal inside radius ofrnrvature of less than 50 feel and
I gated, width of 4 feet shall be added to curves of 50.100 feet radius; 2 feel to
those from 100-200 feel.
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(b) The length of vertical curyin roadways, exclusive of gutters, ditches, and drainage
sm darts designed to hold or dived water shall be not less than 100 feet.
1273.05 O Roadway O Driveway Turnarounds
Turnarounds are required on driveways and dead-end roads as specified in this article. The
minimum fuming radius for a turnaround shall be 40 feet from the center line of The road. Ifa
hammerhead -T is used the top of the "T" shall be a minimum of 60 feet in length.
1273.06 0 Roadway O Driveway Turnouts
Turnouts shall be a minimum of 10 feel wide and 30 feet long wish a minimum 25 that taper
an each end
1273.0713 Roadway O Driveway Structures
(a) All driveway, mad, street, and private lane roadway structures (Bridges, culverts, and
other appurlenmt structures which supplement the roadway bed or shoulders) shall be
constructed to carry at least The maximum load and provide the minimum vertical clearance as
required by Vehicle Code Sections 35550, 35750 and 35250. All bridges shall be certified
b a registered Civil Engineer.
(b) Appropriate signing, including but not limited to weight or vertical clearance hmutations,
one-way rad or single lose conditions, shall reflect the capability of each bridge.
(e) A bridge with an ly ane tuffs Ione may be authorized by the lout jurisdiction; bowel", it
shall Provide far emobstmded visibility from one end to die other and turnouts at both ends.
1273.08. One -Way, Roads
All one-way, roads shall be constructed to provide a minimum of one I0 -fest traffic Ina The
local jurisdiction may approve one-way roads. All one-way roads shall connect to a two Ione
madway in both ends. cad shall provide access to an arra currently zoned for no more than 10
dwelling units. In no case shall it exceed 2640 fret in length. A amount shall be plead and
constructed at approximately the midpoint ofeach one-way red.
1273.09. Dead -End Roads
(a) The maximum length of a dead-end mad, including all dead-end roads accessed from the
dead-end it, shall not exceed the following cumulative lugdes, regardless ofthe numbers
ornaments served:
panels owed fu less than rte acre 800 fat
parcels ...it far 1 to 4.99 aces 1.320 feet
parcels tuned far 5 to 19.99 acres 2,640 feet
parcels mood far 20 acre or larger 5.280 feet
All longths shall be measured from the edge ofthe madway surface at the intersectio that
begins the road to the end ofthe road surface at the inlersectin that begins the road to the end
of the road surface at its ran6osl point. Where a dead -cad road crosses areas of differing
zoned postal sizes, requiring different length limits- the shortest allowable length shall apply.
(b) Where parcels arc zoned 5 acres or larger, turnarounds shall be provided at a maximum of
1320 fact intervals.
c Each dead-end mad shall have a turnaround constructed at its terminus
1273.110 Roadway 0 Driveway Gate Entrance
(a) Gate enormous shall be at )"at two feet wider an both ends then the width of the haft
Ines saying that Side.
(b) All gates providing awns from a road to a driveway shall be located at Ing 30 feel Wm
the madwa it shall opan to allow a vehicle m stop without obsWcting trate n chat road.
(c) Where a one-way road with a single haft Ime provides access to a gated entrance: a 40
fact turning radius shall be used
STREET & ROAD SIGNS
1274.01. Size of Letters, Numbers and Symbols for Street and Roads Signs
Sia of letters, numbers. and symbols for street and mad signs shall be a minimum 3 inch
len" height, 3/8 inch stroke. renarmized connotation, with tire background color of be sign.
'
74.01VIRstilly and Legibility of Strut and Read Signs
Sheet and road signs shall be visible and legible from both directions of vehicle travel fire a
distance of at least 100 feet. Height of street and road signs shall he uniform county wide, and
meet the visibilityand legibility standards of this article.
1274.03. Height or Street and Rntl Signs
Height of ger d and mad signsshall be Ifni form County, wide, and mad the visibility and
legibility standards of this article. All sweez.vigns Installed will he In accordance with
,standards 8-11 and S-13 BCI.S 13.03-6).
1274.05. Intersecting Roads, Sl reets and Private Linea
Signs required by this article identifying intersecting roads, streets and private Imes shall be
laced anhe intersection of flaws roads streets, and/or private Imes.
1274.06. Signs Identifying Traffic Access limitations
A sign identifying trate seems or flaw limital ions, including but not limited to weight or
vertical clearance limitations, deed -end it, one-way .it ar single lane conditions, shall be
aced:
a at the interseclion preceding the "Me access limitation and
b no more the 100 dal before such traffic access limitation.
1274.07. Installation of Road Street and Private Lane Signs
Road, street and private Inc signs required by this snide shall be installed prior to fetal
acceptance by the tont jurisdiction around improvements.
1274-er1. Addresses for Be IlJings
All buildings shall be issued an address by the ]met jurisdiction which confoou to that
jurisdiction's overall address system. Accessory buildings will not be required to have a
uarate address; however, each dwelling mit w ithin a building shall be separately identified.
1274.09. Size of Letters, Numbers and Symbols for Addresses
Size of letters. numbers and symbols for address" shall be a minimum 3 inch letter height,
3/8 inch shake, refleadmiced, commuting with the background color of the sign.
74.IO.Inslallallon, Location end Vlsibiliry of Addresses
(a) All buildings shell have a permmmtly posmd address, which shall be placed el each
driveway enitmtt cad visible from both directions of Wvel along the mad. In ail anus, the
address shml be posted at the beginning of conatmdin and shall be maintained ihercafter.
cad the isible and le ' le from 1 don which the address is I at
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(b) Address signs along one-way roads shall be visible fronaloth the intended direction of
travel and the onflausite, direction.
(c) Where multiple addresses are required at a single driveway, they shall be mounted an a
sin le court.
(d) Where a roadway provides access solely to a single commercial or
industrial business, the address sign shall be plead at the neatest road intersection providing
access to that site.
Setback for Structure Defensible Space
1276.01
] (a) All parcels I acro and larger shall provide a minimum 30 fact setback fa buildings
and accessary, buildings Wm all property Imes and(or the canter of the road.
f ] (b) Fa parcels less than I acre, the Intal jurisdiction shall Provide for the same practical
effect.
Same Practical Effect Requirements for buildings less then 30 feet from property line:
[ ] If the Building Setback is less then 30 feet Wm all property lines andlor the center of the
road the following shall be required:
Class A Roof
Fully enclosed raves on entire structure
Fire rated metal doors on side toward property line with insufficient setback
Siding on entire structure from the following list:
(a) Slucco-3 corn
(b) Non combustible Board Plank or similar siding
(c) Masonry
(d) Meal
did Bone County Fire narrowed materials
276.02 Disposal of Flammable Vegetation and Fuels
Disposal, including chipping, burning or removal to a landfill site approved by the legal
jurisdiction, of flammable vegetation and fuels caused by site development and construction.
road and driveway construction, and fuel modification shall be completed prior to completion
of road construction or rural inspection of a building it.
Public Resources Code 4621 thru 4628 and California Forest Practice Rules
Prior 10 any lot clearing activity or culling of tree, contact the Butte area Forested at (530)
872-6353 to determine the need for a less then 3 acre conversion exemption permit or a
timber harvest plaw
California Building Code Chapter 7A,
Materials & Construction Methods for Exterior Wildfire Exposure
704A.1 ReoOng
704A.1.1 General. Roofs shall comply with the requirements of Chapt"7A said Chapter 15.
Roofs shall have a reading assembly installed in accordance with its liding cad the
manufacturer's installation inswcaions.
704A.1.2 Roof coverings. Where the roofprofile allows a space between the tamfoovering
and roof decking, the spaces shall be constructed to prevent the i^Wsin of flames and
embers, be fsreetopped with approved materials or have one layer of No. 72 ASTM cap sheet
installed aver the combustible decking.
704A.13 Roof valleys. Whn provided, valley flashings shall be not less than 0.019 -inch
(0.48mm) (No. 26 galvanized shed gage) cerosin -resistant metal installed ova a minimum
36 -inch -wide (914 mm) nderlaymenl consisting of one layer of Na. 72 ASTM gap shat
iming the full length ofthe valley__
704A.IS1tnfgulters. Rwfguners shall be provided with the mens to prevent the
accumulation of leaves and debris in the gutter.
704A.2 Attie Ventilation.
704A.2.1 General. When, required by Chapter 15, defend attic vents shall resist the
intusin of name and embers into the ani. area of the structure, or shall be protected by
corrosion -resistant. noncombustible wire mesh with %-inch (6 tom) openings or its
uivalont.
704A2.2 Lave or combine leafs. Vests shall not be installed in uvu cad cornices.
Eruption: Eave and coria vents may be used provided they resist the mousin of flame
it burning embers into the attic arca of the structure.
704A2.3 Eave protection. Eaves cad softs shall meet the requimmeals of SFM 12-7A-3 or
shall be protected by ignitin-resistnt materials or noncombustible construction on the
ai osed underside.
704A_3 Exterior Walls.
704A3.1 General. Exterior walls shall be approved noncombustible or ignitin-tesistul
material, heavy timber, or lag wall construction our shall provide protection from the ionization
flames cad embers in accordance with standard SFM 12 -7A -I.
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704A.3.1.1 Exterior wall coverings. Exterior wall coverings shall extend from the lop of the
foundation to the of, cad terminate at 2 -inch (50.8 mm) nominal solid wood blocking
between rafters a1 all roof overhangs, or in the use of enclosed awn, terminate at the
onclnure.
704A32 Eater -or wag openings. Exterior wall openings shall be in accordance with this
section.
704A32.1 Exterior wall vents. Unless otherwise prohibited by other previsions of this code,
vent openings in uteri" walk shall resist the intrusion of flame cad embers into the MMM
our vrnls shall be screened with a common -resistant, noncombustible whe mesh with 'L -inch
(6gand opening our its c .walem.
704A322 Exterior glazing and window walk. Exterior windows. window walls, gland
dress, cad glazed openings within exterior dors shall beinsulating-glass nits with a
minimum of one tempered pane, or glass block nits, or have a Bre-resistance rating of not
less than 20 minutes, when tested according to ASTM E 2010, u conform to the performance
uiremonts of SFM 12 -7A -2-
704A.3.2-1 Exterior door assemblies. Exterior door assemblies shall conform to the
perfonnnce requirements of standard SPM 12 -7A -i or shall be ofapproved noncombustible
cansWctim,u solid core wood hiorogaila mit ikmaJam thei die inches thick with
interiorfield panel thickness no less than 1 'F inches thick, or shall have a fire-resisimd,
rating of not less than 20 minutes when tested according to ASTM E 2074.
Exception: Noncombustible or exterior fire -retardant luted wood vehicle access donor are
not examired to comply with this chapter
704AA.) Decking.
704AAAA Decking surfaces. Decking, surfaces, stair trends, risers. and Indings of Jacks,
porches, cad balconies where my portion of such surface is within 10 feel (3048 mm) of the
primary structure shall comply with one of the following methods:
1) Shall be constructed of ignition-resistnt materials and pass the performnce requirements
of SFM 12-7AA, Parts A and B.
2) Shall 1w constructed with heavy limber, exterior fire-rdmdmt-treated woad or approved
noncombustible materials.
3) Shall Pass the performance requirements of SFM 12-7A-4, Pan A, 12-7A4.7.5.1 only with
a net peak hest release rate of 25k W/sq-A for a 40 minute observation Period and:
a) Decking surface material shall pass the accelerated weathering test and be identified as
eateriu type, in accordance with ASTM E 84 and; the exterior wall covering to which it the
deck is attached and within 10 (3048mm) feet of the deck shall be constructed ofapproved
noncombustible u ignition resistant material.
Exception: Walls are not required to comply with this subsection ifthe decking surface
material conforms to ASTM E-84 Class B name spread.
The use of paints, coatings, stains, or other surface treatments an not an approved method of
rotection m Rmuired in this chapter.
704AA.2.1 Underside of appendages and floor projections. The underside of cantilevered
and overhanging appendages and floor projections shall maintain the ignite-reeistanl
hese ofoxterior walls, or the prijection shall be enclosed to the
704AA.22 Unenclosed under time protection. Buildings shall have all Ruder Dana areas
enclosed to the grade with exterior walls in auordmce with Swim 704A.3
Exceptlan: The complete ncloure of aider Door erns may be omitted where the underside
"fall exposed Doors, exposed structural columns, bums sed supportin8 walls arc proleeted
aired wits exteriors ition-resisiml mamrial consWclionubehuv limbo.
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