HomeMy WebLinkAboutFOUNDATION PLANCOMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2)
ZONE
EFFECTIVE
WIND
AREA
(SF)
161
Roof > 7
to 27
degrees
1
10.0
20.9
-32.8
1
20.0
19.2
-31.6
1
50.0
16.7
-30.4
1
100.0
14.7
-29.2
2
10.0
20.9
-57.5
2
20.0
19.2
-52.6
2
50.0
16.7
-46.6
2
100.0
14.7
-42.1
3
10.0
20.9
-85.4
3
20.0
19.2
-79.4
3
50.0
16.7
-72.5
3
100.0
14.7
-66.8
Wall
4
10.0
36.5
-38.8
4
20.0
34.7
-37.3
4
50.0
1 32.6
-35.2
4
31.0
-33.6
4
27.1
-29.2
5
36.5
-48.2
5
ft20.
34.7
-45.4
5
32.6
-40.9
5
31.0
-37.3
5
500.0
27.1
-29.2
Garage
Door
9'x7'
32.2
-36.4
IWO
30.8
-34.3
1.21 adjustment factor
SOG/FILUCOMPCTION AS PER
FOUNDATON PLAN/NOTES
FOOTING AS PER FOUNDATION PLAN
GRADE AS PER SITE
PLAN (BY OTHERS)
PROJECT DESCRIPTION
Foundation plan for a prefab/pre engineered storage building
by Carolina Carports project #G18001. Foundation exceeds
requirements specified In shop drawings.
PROPERTY INFORMATION:
parcel id: 2222-600-0006-000-2
BASIS OF STRUCTURAL DESIGN
SOIL BEARING: 2000 psf (assumed)
WIND: 161mph (ultimate), risk category 2, exposure C, wind bome debri region, enclosed design
FROST DEPTH: 12"
17. FOUNDATION NOTES:
17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRISNEGITATION. FILL TO BE CLEAN
GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS.
17.2. -
17.3. SLABS -ON -GRADE TO BE REINFORCED WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6-MIL
MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO.
17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER
STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO
MATCH LONGITUDINAL REBAR.
17.5. SOIL AND SUBGRADE IS TO BE TERMITE TREATED.
17.6. GARAGE TO SLOPE TOWARDS DOOR MIN 1/87FT.
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SCANNED
BY
St. Lucie County
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AR97108
FOUNDATION PLAN
SCALE: 1/4"-1'-0"
COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2)
ZONE
EFFECTIVE
WIND
AREA
(SF)
161
1
10.0
20.9
-32.8
1
20.0
19.2
-31.6
1
50.0
16.7
-30.4
1
100.0
14.7
-29.2
2
10.0
20.9
-57.5
Roof >7
2
20.0
19.2
-52.6
to 27
2
50.0
16.7
-46.6
degrees
2
100.0
14.7
-42.1
3
10.0
20.9
-85.4
3
20.0
19.2
-79.4
3
50.0
16.7
-72.5
3
100.0
14.7
-66.8
4
10.0
36.5
-38.8
4
20.0
34.7
-37.3
4
50.0
1 32.6
-35.2
4
100.0
31.0
-33.6
4
500.0
27.1
-29.2
Wall
5
10.0
36.5
-48.2
5
20.0
34.7
-45.4
5
50.0
32.6
-40.9
5
100.0
31.0
-37.3
5
500.0
27.1
-29.2
Garage
9'x7'
1
1 32.2
1 -36.4
Door
16'x7'
1
1 30.8
1 -34.3
1.21 adjustment factor
SOG/FILUCOMPCTION AS PER
FOUNOATON PLAN/NOTES
FOOTING AS PER FOUNDATION PLAN
GRADEASPERSITE
PLAN(BYOTHERS)
i RECEIVED
APR 0 9 '-u19
ST. Lucie County, Permitting
PROJECT DESCRIPTION L L v LN ISJ�
Foundation plan for a prefab/pre engineered storage building
by Carolina Carports project #G18001. Foundation exceeds
requirements specified in shop drawings.
PROPERTY INFORMATION:
parcel id: 2222-600-0006-000-2
BASIS OF STRUCTURAL DESIGN
SOIL BEARING: 2000 psf (assumed)
WIND: 161 mph (ultimate), risk category 2, exposure C, wind borne debri region, enclosed design
FROST DEPTH: 12"
17. FOUNDATION NOTES:
17.1. BUILDING AREA TO BE STRIPPED/GRUBBED OF SURFACE DEBRIS/VEGITATION. FILLTO BE CLEAN
GRANULAR & UNIFORMLY COMPACTED TO 95% DENSITY (ASTM D 1557) AND MEASURED IN 12" LIFTS.
17.2. -
17.3. SLABS -ON -GRADE TO BE REINFORCED WITH 6x6 10110 W WF MIN WITH MESH UP CHAIRS OVER 6-MIL
MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO.
17.4. CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER
STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO
MATCH LONGITUDINAL REBAR.
17.5. SOIL AND SUBGRADE IS TO BE TERMITE TREATED.
17.6. GARAGE TO SLOPE TOWARDS DOOR MIN 1/8"/FT.
SCANNED
BY
St. Lucie County
----------------------,
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LANDING: 4" SLAB W/ NO FOOTING
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6" SLAB W/ 16"W x 20"H MONO FOOTING W/ 2 #5 BOT
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AR97108
FOUNDA
SCALE: 114"- T-0"