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Plan Review Details - Permit 09010157
| Plan Review Stops For Permit 09010157 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2009-01-29 |
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Cont ID |
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| Sent By |
shill |
Date |
2009-01-29 |
Time |
17:27 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-01-29 |
Time |
17:27 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2009-01-13 |
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Cont ID |
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| Sent By |
shill |
Date |
2009-01-13 |
Time |
14:24 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-01-13 |
Time |
14:24 |
Sent To |
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| Notes |
| 2009-01-13 14:36:44 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING | | | CODE | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 | | | FAC FLORIDA ADMINISTRATIVE CODE | | | FS FLORIDA STATUTE | | | | | | 1. SHUTTER CONNECTION TYPES A AND H REQUIRE CONCRETE | | | SUBSTRATE WHICH HAS A MINIMUM STRENGTH OF 3KSI (AS PER | | | NOTES ON SHEET 14), SEE ANCHOR CHART ON SHEET 13. IF | | | CONTRACTOR SPECIFIES CONCRETE, CONTRACTOR IS TO PROVIDE | | | EVIDENCE THAT THE EXISTING CONCRETE MEETS THE MINIMUM | | | STRENGTH REQUIREMENTS; OTHERWISE, MUST USE | | | SPECIFICATIONS FOR HOLLOW BLOCK. | | | | | | 2. SEE SHEET 14, AN EDGE DISTANCE OF 3" REQUIRES A | | | FACTOR OF .83 APPLIED TO THE ANCHOR SPACING. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2009-01-13 |
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Cont ID |
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| Sent By |
shill |
Date |
2009-01-13 |
Time |
14:37 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
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Time |
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Sent To |
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| Notes |
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