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Plan Review Details - Permit 09120397
| Plan Review Stops For Permit 09120397 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
P |
Date |
2009-12-22 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2009-12-22 |
Time |
16:58 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2009-12-22 |
Time |
16:58 |
Sent To |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2009-12-22 |
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|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2009-12-22 |
Time |
16:58 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2009-12-22 |
Time |
16:58 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2010-04-21 |
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Cont ID |
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| Sent By |
lmartine |
Date |
2010-04-19 |
Time |
16:50 |
Rev Time |
0.00 |
| Received By |
lmartine |
Date |
2010-04-19 |
Time |
16:50 |
Sent To |
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| Notes |
| 2010-04-21 16:51:01 | GAVE TO ROBBIE |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2009-12-21 |
|
|
Cont ID |
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| Sent By |
shill |
Date |
2009-12-21 |
Time |
16:29 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-12-21 |
Time |
16:29 |
Sent To |
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| Notes |
| 2009-12-21 16:29:36 | TO RM DESK | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
3 |
Status |
P |
Date |
2010-04-26 |
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|
Cont ID |
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| Sent By |
lwagner |
Date |
2010-04-26 |
Time |
13:44 |
Rev Time |
0.00 |
| Received By |
lwagner |
Date |
2010-04-26 |
Time |
13:44 |
Sent To |
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| Notes |
| 2010-04-26 13:45:16 | REVISION OK |
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| Review Stop |
P |
PLUMBING |
| Rev No |
2 |
Status |
F |
Date |
2010-02-25 |
|
|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2010-02-25 |
Time |
08:12 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2010-02-25 |
Time |
07:36 |
Sent To |
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| Notes |
| 2010-02-25 08:25:00 | REVISION DENIED | | | | | | REVISED CALCULATIONS DO NOT SPECIFY THE TDH. THE | | | MAXIMUM CAPACITY OF THE PUMP ( 100 GPM) WAS USED. THE | | | MAIN DRAINS HAVE 2" OUTLETS WHICH ARE PART OF THE | | | BRANCH PIPING. ANSI/APSA-7 2006 SECTION 4.4 LIMITS | | | WATER VELOCITY TO A MAXIMUM OF 6 FPS. THE FLOW RATE | | | THROUGH 2" PIPE AT 100 GPM EXCEEDS 6 FPS. PLEASE | | | CORRECT. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)805-6714 | | | [email protected] |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
F |
Date |
2009-12-22 |
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|
Cont ID |
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| Sent By |
rmcdouga |
Date |
2009-12-22 |
Time |
15:49 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2009-12-22 |
Time |
15:49 |
Sent To |
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| Notes |
| 2009-12-22 16:58:05 | REVISION IS DENIED. | | | | | | 1) BASED ON THE INFORMATION PROVIDED BY THE FIELD | | | INSPECTOR, THE BRANCH PIPING AT THE MAIN DRAINS IS | | | REDUCED TO 2 ". THE REVISION SPECIFIES A 1 HP PUMP WITH | | | A 107 GPM FLOW RATE. THE TOTAL DYNAMIC HEAD IS NOT | | | SPECIFIED. THEREFORE, USING THE 107 GPM THE VELOCITY | | | THROUGH THE 2 " PIPE WILL EXCEED THE 6 FT/SEC MAXIMUM | | | ALLOWED BY CODE. |
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