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Plan Review Details - Permit 20060701
| Plan Review Stops For Permit 20060701 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2020-06-29 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2020-06-29 |
Time |
15:59 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-29 |
Time |
15:59 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2020-06-23 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2020-06-23 |
Time |
11:00 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-23 |
Time |
11:00 |
Sent To |
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| Notes |
| 2020-06-23 11:06:11 | PLAN | | | REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) HI LIGHT OR CIRCLE THE SPECIFIC ITEMS AND THE | | | MAXIMUM DESIGN THAT WILL BE USED ON THE PRODUCT | | | APPROVALS. FBC 107 | | | | | | 2) CIRCLE THE BUILDING HEIGHT (190') , WALL ZONE, | | | OPENING AREA AND DESIGN PRESSURES THAT ARE SPECIFIC TO | | | THIS PROJECT ON THE WINDLOAD CHART. FBC 107 | | | | | | 3) YOU HAVE SPECIFIED THAT ALL OF THE OPENINGS ARE IN | | | WALL ZONE 4. IS THIS AN INTERIOR UNIT? IF IT IS NOT | | | SPECIFY THE DISTANCE FROM THE CORNER OF THE BUILDING TO | | | THE NEAREST OPENING. FBC 107 |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2020-06-29 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2020-06-29 |
Time |
16:00 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-24 |
Time |
11:51 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2020-06-23 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2020-06-23 |
Time |
11:06 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-12 |
Time |
15:34 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
P |
Date |
2020-06-29 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2020-06-29 |
Time |
15:59 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-29 |
Time |
15:59 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2020-06-23 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2020-06-23 |
Time |
10:57 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-23 |
Time |
10:57 |
Sent To |
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| Notes |
| 2020-06-23 10:59:46 | THE ELECTRONICALLY SUBMITTED WINDLOAD CALCULATIONS FOR | | | THIS HIGH RISE BUILDING ARE REQUIRED TO HAVE THE | | | ENGINEER'S DIGITAL SIGNATURE. FS 471 & FAC 61G15 |
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