HomeMy WebLinkAboutB16-0058ROBERT M ERAZ
041-340-002 (PARCEL #) KOCKYTOP KOAD �6 d 00
BUTTE VALLEY, CA 959 - (SII gU7TE'COUNTYDEVF'� %!:v'TTSFRVICES
20'X 3G'X 12' FvlF ' AOR
DESIGN NOTES
I . ALL CON5TRUCTION SHALL BE PROVIDED IN
ACCORDANCE WITH CBG 2013, IBC 2012, A5CE 7-10,
O5HA,
A15C 3GO, AW5D 1. 1 CODE5
AND ALL APPLICABLE LOCAL REQUIREMENT5.
2. BA5E CONNECTIONS SHALL BE PROVIDED A5 5HOWN ON
FOUNDATION DETAILS 5HEET.
3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME
MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR
EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL BE WELDED
CONNECTIONS.
5. ALL FIELD CONNECTION5 SHALL BE TEK5 # 12 (1/4"X 1').
G. STEEL 5HEATHING SHALL BE 29GA. CORRUGATED GALV.
OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80K51) OR
EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNEL5
SHALL BE GRADE 50 GALV. STEEL.
8. 5TRUCTURAL TUBE T52 1/2'X2 1/2" - 14GA. 15
EQUIVALENT TO T52 114"X2 114" - 1 2GA AND EITHER ONE
MAY BE U5ED IN LIEU OF THE OTHER.
G0® CO��.-�S�(NC
DATE— i3V.- \S
DE51GN CRITERIA DRAWING INDEX
PREVAILING CODE: CBC 2013 (IBC 2012) 1 ........ COVER 5HEET
U5E GROUP: U (CARPORTS, BARN5)
2 •••••• •ELEVATIONS
P15KCATEGORY: I
1. DEAD LOAD (D)
2. ROOF UVE/5NOW LOAD (Lr)
3. SNOW LOAD (5)
GROUND SNOW LOAD
IMPORTANCE FACTOR
4. WIND LOAD (W).
DE51GN WIND SPEED
EXPOSURE
5. SEISMIC LOAD (E)
5Ds/5D 1
DE51GN CATEGORY
IMPORTANCE FACTOR
LOAD COMBINATIONS:
3 ........ FOUNDATION DETAILS
D = 2.0 P5F
Lr = 20 P5F 4 .•.••••• FLOOR PLAN 6 ANCHORS
5 ........ FRAME 5EU7ION $ DETAILS
Pg=0P5F
Is = 0.80 G ........ SIDE WALL FRAMING t DETAILS
Vult = 105 MPH 7A ....... END WALL FRAMING
C 715 ....... END WALL DETAILS
0.491/0.251
D BUTTE
le = 1.00 COUNTY
JAN 1 .2016
1. D + (Lr OR 5)
2. D + (O.GW OR ±0.7E)
3. D + 0.75 (O.GW OR ±0.7E) + 0.75 (Lr OR 5)
4. O.GD + (O.GW OR ±0.7E)
DEVELOPMENT
SERVICES
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FOUNDATION NOTES:
I . HELICAL SOIL ANCHOR5 HELICAL SHALL BE LOCATED AT ALL 4
CORNER5, ON EACH 51DE OF OVERHEAD DOOR OPENINGS AND ON
ALTERNATE INTERIOR COLUMN PO5T5 AND END WALL5 PO5T5.
2. HELICAL ANCHORS ARE TO BE U5ED ONLY IF THE DRIVING TORQUE
INTO THE GROUND 15 150 FT -1-55 OR GREATER. MANUFACTURER 15
NOT RE5PON51BLE FOR 501L QUALITY AT SITE.
3. HELICAL ANCHOR5 CAN ONLY BE U5ED FOR CLA55 2, 3 4� 4 501L5
(5EE 501L CLA551FICATION5 TH15 PAGE).
4. ALL PO5T5 WITH NO ANCHORS ADJACENT 5HALL BE ANCHORED TO
THE GROUND WITH A 3/4"0 X 30" LG.
ROD. ROD5 WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF
RU5T PROOF PRIMER.
5. A55UMED 501L BEARING CAPACITY 15 TO BE A MIN. OF 1 500 P5F.
501L CLA551FICATION':
501L CLA55
DESCRIPTION
15A5E RAIL
1 2 1/4" 50. X 12GATUBE
COLUMN P05T
2 1/4" 5Q. X 1 2GATUBE
ANCHOR W
3/4"0 X 3G" HELICAL ANCHOR W/(2) 4" HELIX
ANCHOR'S'
1 3/4"0 X 30" THRD. ROD EMBED. IN EARTH
FOUNDATION NOTES:
I . HELICAL SOIL ANCHOR5 HELICAL SHALL BE LOCATED AT ALL 4
CORNER5, ON EACH 51DE OF OVERHEAD DOOR OPENINGS AND ON
ALTERNATE INTERIOR COLUMN PO5T5 AND END WALL5 PO5T5.
2. HELICAL ANCHORS ARE TO BE U5ED ONLY IF THE DRIVING TORQUE
INTO THE GROUND 15 150 FT -1-55 OR GREATER. MANUFACTURER 15
NOT RE5PON51BLE FOR 501L QUALITY AT SITE.
3. HELICAL ANCHOR5 CAN ONLY BE U5ED FOR CLA55 2, 3 4� 4 501L5
(5EE 501L CLA551FICATION5 TH15 PAGE).
4. ALL PO5T5 WITH NO ANCHORS ADJACENT 5HALL BE ANCHORED TO
THE GROUND WITH A 3/4"0 X 30" LG.
ROD. ROD5 WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF
RU5T PROOF PRIMER.
5. A55UMED 501L BEARING CAPACITY 15 TO BE A MIN. OF 1 500 P5F.
501L CLA551FICATION':
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DESCRIPTION
2
SANDY GRAVEL AND GRAVEL, VERY THIN DENSE AND/OR
CEMENTED SANDS, COAR5E GRAVEL/COBBLE5,
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PRELOADED
SILTS, CLAYS AND CORAL.
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AND SANDY CLAY5.
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'FROM HUD "MODEL
MANUFACTURED HOME INSTALLATION
5TANDARD5"
COMPLY WITH CALIFORNIA
ELECTRICAL CODE- ARTICLE 250
REQUIREMENTS FOR GROUNDING
AND BONDING
PERMIT # Ahx00." �S
SUM COUNTY DEVELOPMENT SERVICES
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REAR END WALL FRAMING EXPIRES: 12/31/2016
DATE b BY
SCALE: 1/8': I' DATE SIGNED: DEC 17 2015
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DATE SIGNED: DEC 17 2015
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BUTTE COUNTY DEVELOP ENT SERVICES
REVI E E'D FOR
CODE COMPLIANCE
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C73389 ��-
OF CA' *C
EXPIRES: 12/31/2016
DATE SIGNED: DEC 17 2015
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Facsimile
www.buttecounty.net/dds
www.b6fte-generalplan.net
ADMINISTRATION " BUILDING " PLANNING
4/6-OOS-k?
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 the rainy season
(October 15 through April 15) and may be required at other times based on weather and site
conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's
could be required based on site conditions.
• 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.
• After installation of the above items is complete a maintenance program needs to be developed to
insure the continued effectiveness of your BMP's.
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Comply with California State Fire Marshall
valleys & gutters,
Requirements for roof covering, exterior
attic ventilation, exterior wall openings,
walls, windows, d Dksand under floor venting,
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Ut NO CONSTRUCTION IN
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.ALL PORTIONS OF STRUCTURE TO BE OUT
OF EASEMENT -INCLUDING FOOTINGS,
_ FOUNDATIONS, WALLS, EAVES AND ROOF
BUTTE
COUNTY
JAN 1 2 2016
DEVELOPMENT
SERVICES
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See attached- Minimum erosion control and
sediment controls for projects disturbing less
than one acre
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The 2013 CBC, CRC, CMC, CPC,
CEC ,CFC, CGBC and 2013 California
Energy Standards as amended by the
jurisdiction apply to this project
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Future occupancy changes will be required to
meet the regulations required at the time of
permit application for a new occupancy
) O change or tenant improvement
MAiyiil a
BUTTE COUNTY DEVELOPMENT
REVIEWED FOS
CODE IVIPLIANC.L.
DATE BY_ —__ _