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Plan Review Details - Permit 14110596
| Plan Review Stops For Permit 14110596 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2015-02-06 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-02-06 |
Time |
14:16 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-06 |
Time |
14:03 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2015-01-27 |
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|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2015-01-27 |
Time |
16:06 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-01-27 |
Time |
15:38 |
Sent To |
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| Notes |
| 2015-01-27 16:36:29 | PLAN REVIEW COMMENTS | | | | | | 3RD REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | BUILDING | | | | | | 1) THE RAS 117 INFORMATION THAT WAS SUBMITTED IS NOT | | | CLEAR AND APPEARS TO BE INCORRECT. | | | A) THE COMPONENT AND CLADDING PRESSURES FOR THE ROOF | | | AREAS APPEAR TO BE INCORRECT FOR A STRUCTURE LOCATED IN | | | EXPOSURE C WITH 170 MPH VULT. WIND SPEED AND A 24' MEAN | | | ROOF HEIGHT. SPECIFY HOW THESE PRESSURES WERE | | | DETERMINED. PROVIDE ALL CALCULATIONS. FBC - R301.2.1 | | | AND ASCE 7-10 CHAPTER 30. | | | | | | B) PROVIDE THE CALCULATIONS THAT WERE USED TO DETERMINE | | | THE ENHANCED FASTENING FOR THE PERIMETER AND CORNER | | | ROOF AREAS. FBC 107.2.1.3 | | | | | | C) FOR EACH OF THE THREE ROOF ZONES. SPECIFY THE | | | FASTENER SPACING AT THE 3" LAP AND IN THE (TWO OR MORE | | | IF REQUIRED) STAGGERED ROWS IN THE CENTER OF THE | | | SHEETS. | | | | | | 2) RAS 117 SECTION 8.1 STATES THAT THE MINIMUM FASTENER | | | SEPARATION SHALL NOT BE LESS THAN 4 INCHES ON CENTER. | | | THE DOCUMENT FROM JOHN D. BUEROSSE, P.E. STATES THAT | | | THE LAPS SHOULD BE NAILED AT 3" APART IN ZONE 3 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2014-12-16 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2014-12-16 |
Time |
07:39 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2014-12-16 |
Time |
07:12 |
Sent To |
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| Notes |
| 2014-12-16 09:00:04 | PLAN REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | BUILDING | | | | | | 1) THE RAS 117 INFORMATION THAT WAS SUBMITTED IS NOT | | | CLEAR AND APPEARS TO BE INCORRECT. | | | A) THE COMPONENT AND CLADDING PRESSURES FOR THE ROOF | | | AREAS APPPEAR TO BE TOO LOW FOR A STRUCTURE LOCATED IN | | | EXPOSURE C WITH 170 MPH VULT. WIND SPEED AND A 24' MEAN | | | ROOF HEIGHT. SPECIFY HOW THESE PRESSURES WERE | | | DETERMINED. PROVIDE ALL CALCULATIONS. FBC - R301.2.1 | | | AND ASCE 7-10 CHAPTER 30. | | | | | | B) PROVIDE THE CALCULATIONS THAT WERE USED TO DETERMINE | | | THE ENHANCED FASTENING FOR THE PERIMETER AND CORNER | | | ROOF AREAS. FBC 107.2.1.3 | | | | | | C) FOR EACH OF THE THREE ROOF ZONES. SPECIFY THE | | | FASTENER SPACING AT THE 3" LAP AND IN THE TWO STAGGERED | | | ROWS IN THE CENTER OF THE SHEETS. THE FASTENER SPACING | | | THAT IS SPECIFIED IN THE NOA IS SUFFICIENT FOR THE | | | FIELD ROOF AREA (ROOF ZONE 1). | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2014-11-18 |
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|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2014-11-18 |
Time |
19:07 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2014-11-18 |
Time |
18:43 |
Sent To |
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| Notes |
| 2014-11-19 10:45:02 | PLAN REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | BUILDING | | | | | | 1) THE RAS 117 INFORMATION THAT WAS SUBMITTED IS NOT | | | CLEAR AND APPEARS TO BE INCORRECT. | | | A) THE COMPONENT AND CLADDING PRESSURES FOR THE ROOF | | | AREAS APPPEAR TO BE TOO LOW FOR A STRUCTURE LOCATED IN | | | EXPOSURE C WITH 170 MPH VULT. WIND SPEED AND A 24' MEAN | | | ROOF HEIGHT. SPECIFY HOW THESE PRESSURES WERE | | | DETERMINED. PROVIDE ALL CALCULATIONS. FBC - R301.2.1 | | | AND ASCE 7-10 CHAPTER 30. | | | | | | B) PROVIDE THE CALCULATIONS THAT WERE USED TO DETERMINE | | | THE ENHANCED FASTENING FOR THE PERIMETER AND CORNER | | | ROOF AREAS. FBC 107.2.1.3 | | | | | | C) SPECIFY THE DIMENSIONS OF THE PERIMETER AND CORNER | | | ROOF AREAS. SHOW THE CALCULATIONS THAT WERE USED TO | | | DETERMINE THEM. FBC 107.2.1.3 | | | | | | 2) THE VALUE FOR THE WORK OF $11,500.00 IS LOW AND HAS | | | BEEN INCREASED TO $15,900.00 BASED ON MARSHALL & SWIFT | | | VALUATION. FBC 109.3 | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2015-02-06 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2015-02-06 |
Time |
14:15 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-02-03 |
Time |
12:03 |
Sent To |
B |
|
| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2015-01-27 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2015-01-27 |
Time |
16:07 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2015-01-27 |
Time |
15:38 |
Sent To |
|
|
| Notes |
| 2015-01-27 15:38:37 | SENT TO R MCDOUGAL. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2014-12-16 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2014-12-16 |
Time |
07:39 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2014-12-15 |
Time |
16:06 |
Sent To |
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|
| Notes |
| 2014-12-15 16:06:44 | SENT TO R MCDOUGAL |
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