HomeMy WebLinkAbout073-190-026§ 1433. Roof Live Load.
(a) Except as provided in this article, every cabana installed on or after July 31, 1976 or every accessory
building or structure or building component installed on or after June 10, 1979 shall have the capacity to resist
the applicable minimum snow load of the region in which it is installed or as is provided by this section.
TABLE 1433-1
General Roof Live Load Requirements for
Accessory Buildings or Structures and Building Components
Region I
Region II
Region III
Elevation
Roof Live Load
Elevation
Roof Live Load
Elevation
Roof Live Load
All Elevations
20 psf
0-3000 ft.
20 psf
0-2000 ft.
20 psf
3001-3500 R
30 psf
2001-3000 ft.
30 psf
3501-5000 ft.
60 psf
3001-4000 ft.
60 psf
4001-5000 ft.
80 psf
Table 1433-1 shall apply except where either greater or lesser snow loads have been established through
survey of the region, and approved by the department.
(1) Region I includes the following counties: r
Alameda, Butte, Colusa, Contra Costa, Del Norte, Glenn, Humboldt, Imperial, Kings, Lake, Los Angeles,
Marin, Mendocino, Merced, Monterey, Napa, Orange, Sacramento, San Benito, San Diego, San Francisco,
San Joaquin, San Luis Obispo, San Mateo, Santa Barbara, Santa Clara, Santa Cruz, Solano, Sonoma,
Stanislaus, Sutter, Ventura, Yolo.
(2) Region II includes the following counties:
Amador, Fresno, Inyo, Kern, Modoc, Riverside, San Bernardino, Siskiyou.
(3) Region III includes the following counties:
Alpine, Calaveras, El Dorado, Lassen, Madera, Mariposa, Mono, Nevada, Placer, Plumas, Shasta, Sierra,
Tehama, Trinity, Tulare, Tuolumne, Yuba.
(b) Parks that have received approval for a snow roof load maintenance program prior to July 7, 2004, shall
maintain the snow roof load maintenance program, as long as accessory buildings or structures, or building
components in the park do not meet the minimum roof loads for the area. Accessory buildings or structures or
building components installed after July 7, 2004, must have the capacity to resist the applicable minimum roof
; live loads of the region in which it is installed, as set forth in table 1433-1.
(c)The park owner or operator shall be responsible for the continued management of an existing snow roof
load maintenance program approved for the park.
(d) Roof live load requirements shall not apply to storage cabinets.
� . (e) Accessory buildings or structures or building components may be relocated from one park to another
and reinstalled under permit within another park provided the requirements for roof live load in the new park
are not greater than the requirements of the park in which the accessory building or structure or building
component was previously installed.
NOTE: Authority cited: Section 18300, Health and Safety Code. Reference: Section 18552, Health and Safety Code.
BUILDING ivISI
APOV99
Xi2 Foundation System
Installation Instructions for California
for Ground & Concrete Systems
HID Wind Zone 1,
15 PSF Wind Load Seismic 4
By Tie Down Engineering
REQUIRED AT FINAL INSPECTION
I Butte Coun Mobile Home/Manufactured
Home Acce tance Certificate. Form th and
Form to be completed by field inspector. Heaath
Safety Code Section 18613 or 1855(b)
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BUILDING DIVISION,
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Butte County Buf8ding-Divislon
MANUFACTURED HOME SUPPORT DATA
Owner's name:A.P.#073 - /�'6 Oo2
Home Manufacturer: S Manufacture Year:_,LfE5r '
Model Number/ Name:
Width: a S` (ft.) Length: .�Q6
FOOTINGS: Wood - pressure treated or.foundation grade[] Other:[ ]
-SUPPORTS: Concrete block 0 Other:[ ]
Provide manufacturer's installation manual, support blocking requirements and s ate
approved or engineered foundation or tie down system specifications.V
Pier Footing Sizes and Locations
SINGLE WIDE
Line1 ------------ ----- ------------ _---__---
Line 2 Section 1
Line1 ��----------------------------
2
Section 3
Line 1 Piers:
Minimum size piers: [ T-1 ] X [ 3 0
Spacing maximum: g ' b "
From ends maximum: (O "
Line 2 Piers:
Minimum size piers:
Spacing maximum:
From ends maximum
rf `•
Line 3 Roof Loads:
Minimum size piers:
Location (from front):
Minimum size piers:
Location (continued):
Line 4 Roof Loads:
Minimum size piers:
Location (from front):
Minimum size piers:
Location (continued):
[2K] X[_30l
MULTI -WIDE
Line 1
Line 2
Line 3
Line 2
Line 4 (triple wide only)
Line 2
Snow Load: psf
Snow Load requirements may be obtained at
hftp://www.upstate-ca.com/bufte/bufte — county/
Insert AP #, view snow load in lower right comer.
Line 1 Openings:
Minimum size pier: [ ?-%I ] X [ 3Q ]
Required at each side of openings over
Y ' 0 '1 wide.
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H�0_ PROPERTY OWNER IS RESPONSIBLE FOR ZJACENT PARCELSt .�.
ALL COVERED DECKS AND THE 2001 CBC, CMC, CPC, � t
Owner Name �'- Q/',S ° Zoninc DETERMINING LOCATIONS OF PROPERTY LINES ' 1
s OPEN DECKS EXCEEDING 36 2004 CEC, AND 2005 SIZE (AC):
;r SQUARE FEET IN AREA WILL1�' AND EASEMENTS AND MAINTAINING REQUIRED �Ny
Address! Phone No. / z ; ' �'fi � a CALIFORNIA ENERGY STANDARDS : Gener, SETBACKS FROM PROPERTY LINES AND ZONING:
Site Location �A' ,AW REQUIRE A BUILDING PERMIT —� t AS AMENDED BY THE 0 Size, EASEMENTS. A SURVEY MAY BE REQUIRED IF GEN PLAN:
JURISDICTION APPLY TO THIS
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[/} REFER TO CALIFORNIA TITLE 25 PROVIDE FOR ALL
FOR Of -SECTION 1 433 AND TABLE
1 433-1 FOR ROOF LIVE LOAD ADJACENT PARCELS
Zoning: INFORMATION FOR SIZE (AC):
General Plan Desig: I MANUFACTURED HOMEZONING:
Size, Acres __ _ GEN PLAN: J,
4.0(r —3 USES:
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