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Plan Review Details - Permit 06060261
| Plan Review Stops For Permit 06060261 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2006-08-24 |
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Cont ID |
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| Sent By |
amorse |
Date |
2006-08-24 |
Time |
13:17 |
Rev Time |
0.00 |
| Received By |
amorse |
Date |
2006-08-24 |
Time |
13:17 |
Sent To |
PC |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2006-08-15 |
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Cont ID |
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| Sent By |
amorse |
Date |
2006-08-15 |
Time |
08:05 |
Rev Time |
0.00 |
| Received By |
amorse |
Date |
2006-08-15 |
Time |
08:05 |
Sent To |
PC |
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| Notes |
| 2006-08-15 00:00:00 | | | | | | | DENIED | | | | | | 1) PROVIDE WIND DESIGN DATA ON DRAWINGS | | | PER 1603.1.4 FBC | | | | | | 2) PROVIDE MIN ROOF SHEATHING ATTACHMENT | | | PER TABLE 2304.9.1 FBC | | | | | | 3) A RECORDED COPY OF THE NOTICE OF | | | | | | COMMENCEMENT IS REQUIRED PRIOR TO | | | A PERMIT BEING ISSUED | | | | | | BLDG PLAN REVIEW | | | ADRIAN MORSE | | | 561-805-6716 | | | | | | | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2006-06-09 |
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Cont ID |
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| Sent By |
amorse |
Date |
2006-06-09 |
Time |
12:11 |
Rev Time |
0.75 |
| Received By |
amorse |
Date |
2006-06-09 |
Time |
12:11 |
Sent To |
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| Notes |
| 2006-06-09 00:00:00 | | | | *****TO KEN CONRAD FOR PRE-INSPECT***** | | | | | | DENIED | | | | | | 1) ROOF PRODUCT HAS MAX DESIGN PRESSURE | | | OF -85PSF WITHOUT MEAN ROOF HT., | | | BUILDING SIZE, ETC. COMPLIANCE WITH THE | | | WIND LOAD CANNOT BE CALCULATED. UNDER | | | LIMITATIONS ON PAGE 4 OF THE NOA ANY | | | INCREASE IN THE DESIGN PRESSURES FOR | | | CORNERS SHALL BE CALCULATED BY A DESIGN | | | PROFESSIONAL. | | | | | | 2) A GENERAL CONTRACTOR CANNOT INSTALL | | | ROOFING OTHER THAN THAT PROVIDED UNDER | | | EXECUTIVE ORDER 06-83 THAT EXPIRES | | | 6/12/06 WHICH ALLOWS A CGC TO INSTALL | | | WOOD SHINGLES AND SHAKES OR ASPHALT AND | | | FIBERGLASS SHINGLES.PER 489.113(3)B&G | | | | | | 3) DRAWING SHOWS MUCH MORE THAN ROOFING | | | BEING PERFORMED,(NEW PILASTER AND TIE | | | BEAM, STRUCTURAL STEEL,ETC.) AS SUCH A | | | PRE-INSPECTION IS WARRANTED AND FURTHER | | | PLANS MAY BE REQUIRED TO COVER SCOPE OF | | | WORK BEING PERFORMED | | | | | | BLDG PLAN REVIEW | | | ADRIAN MORSE | | | 561-805-6716 |
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