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BUTTE
COUNTY
APR 222016
DEVELOPMENT
SERVICES
PERMIT.# � C) K 3
BUTTE COUNTY DEVELOPMENTREVIEWSERVICES
CODEC MEPLFAONCE
DATE_._'i_` 2
__BY
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VDATION:
CONTINUOUS
THE REGISTERED DESIGN PROFESSIONAL SHALL SUBMIT A STATEMENT OF SPECIAL INSPECTION FOR ACCEPTANCE BY
VDATION TYPE:
CONCRETE PIERS;
THE BUILDING OFFICIAL PRIOR TO ISSUANCE OF A BUILDING PERMIT [CBC 1704.1.11.
BEARING:
2,000 PSF (DL+LL)
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LISTED
LISTED
SPECIAL INSPECTION AT BELOW DESIGNATED PORTIONS OF THE WORK THAT REQUIRE SPECIAL INSPECTION TO BE
RETE F'C
3,000 PSI COMPRESSIVE STRENGTH IN ACCORDANCE WITH
PERFORMED BY
00
2013 CRC SECTION R404.1.2.3.1. THE STRUCTURE IS DESIGNED
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FOR 2,500 PSI CONCRETE (TO AVOID SPECIAL INSPECTION OF
APLIED TESTING CONSULTANTS
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THE CONCRETE) BUT 3,000 PSI CONCRETE SHALL BE INSTALLED
3060 THORNTREE DRIVE, SUITE 10
documents.
IN SEISMIC DESIGN CATEGORIES DO, D1, AND D2 PER 2013 CRC
CHICO, CA 95973
applicable ASTM material
SECTION R404.1.2.3.1
T: 530-891-6625
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standards
F: 530-8914243
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"THESE ELEMENTS OF CONSTRUCTION MUST BE INSPECTED BY APPROVED INDEPENDENT INSPECTORS WHO SHALL BE
ADE A 36"X36" MIN. LANDING AT ALL EXTERIOR EXITS, AND BOTTOM OF ALL
RETAINED BY THE OWNER. INSPECTORS SHALL SUBMIT THEIR REPORTS DIRECTLY TO THE FRESNO COUNTY
:RIOR STAIR CASES.
DEVELOPMENT:)ERVICES DIVISION."
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AISC 360,Section M' 2.5
THESE INSPECTIONS ARE IN ADDITION TO THE REQUIRED FRESNO COUNTY INSPECTIONS.
008.1.6 LANDINGS AT DOORS. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE
vADTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER. DOORS IN THE
LILLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7
VCHES (178 MM). WHEN A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE,
IOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING TO LESS THAN ONE-HALF
rS REQUIRED WIDTH. LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION
)F TRAVEL OF NOT LESS THAN 44 INCHES (1118 MM)
008.1.7 THRESHOLDS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED%INCH (19.1
1M) IN HEIGHT FOR SLIDING DOORS SERVING DWELLING UNITS OR'Y2INCH (12.7 MM)
OR OTHER DOORS. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER
-HAN %INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER
'HAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50 -PERCENT SLOPE)..
ALL CONTINUOUS CONCRETE FOOTINGS TO BE REINFORCED WITH #4 REBAR
:ONTIN000S @ TOP & BOTTOM OF FOOTING WITH 3" MIN. DISTANCE FROM EDGE OF
:ONCRETE OR AS PER DETAILS AND FOUNDATION PLAN.
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1. Material verification of high-strength bolts, nuts aril washers:
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FOUNDATION;
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TO THE FOUNDATION INSPECTION. CBC 106.3.2 (d)
PROVIDE A 36"X�36" MIN. LANDING AT ALL EXTERIOR EXITS, AND BOTTOM OF ALL
EXTERIOR STAIR CASES.
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WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER. DOORS IN THE
FULLY OPEN POSITION SHALL NOT REDUCE A REQUIRED DIMENSION BY MORE THAN 7
INCHES (178 MM). WHEN A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE,
DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING TO LESS THAN ONE-HALF
ITS REQUIRED WIDTH. LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION
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THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50 -PERCENT SLOPE)..
ALL CONTINUOUS CONCRETE FOOTINGS TO BE REINFORCED WITH #4 REBAR
CONTINUOUS @ TOP & BOTTOM OF FOOTING WITH 3" MIN. DISTANCE FROM EDGE OF
CONCRETE OR AS PER DETAILS AND FOUNDATION PLAN.
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