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Plan Review Details - Permit 03110996
| Plan Review Stops For Permit 03110996 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
P |
Date |
2003-12-18 |
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|
Cont ID |
|
| Sent By |
mmclean |
Date |
2003-11-20 |
Time |
12:55 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2003-12-18 |
Time |
08:16 |
Sent To |
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| Notes |
| 2003-12-18 00:00:00 | MASTER 02080921 | | | 1609.4.3 LOAD REDUCTION. | | | WHEN STRUCTURAL EFFECTS DUE TO TWO OR | | | MORE LOADS IN COMBINATION WITH DEAD LOAD | | | ARE INVESTIGATED IN LOAD COMBINATIONS OF | | | 1609.4.1 OR 1609.4.2, THE COMBINED | | | EFFECTS DUE TO THE TWO OR LOADS MULTI- | | | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD | | | LOADS SHALL NOT BE LESS THAN THE EFFECTS | | | FROM THE LOAD COMBINATION OF THE DEAD | | | LOAD PLUS THE LOAD PRODUCING THE LARGEST | | | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE | | | CIFIED IN THE MATERIALS SECTIONS OF THIS | | | CODE OR A REFRENCED STANDARD SHALL NOT | | | BE USED WITH THESE LOAD COMBINATIONS | | | EXCEPT THAT A DURATION OF LOAD INCREASE | | | SHALL BE PERMITTED IN ACCORDANCE WITH | | | CHAPTER 23. | | | | | | RE-EVALUATE TRUSS ANCHOR SCHEDULE BEFORE | | | FOOR FRAMING INSPECTION. | | | JIM WITMER | | | (561)805-6715 |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
N |
Date |
2003-12-18 |
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|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2003-12-18 |
Time |
08:20 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2003-12-18 |
Time |
08:16 |
Sent To |
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| Notes |
| 2003-12-18 00:00:00 | MASTER 02080921 |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2003-12-18 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2003-12-18 |
Time |
08:20 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2003-11-19 |
Time |
16:49 |
Sent To |
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| Notes |
| 2003-12-18 00:00:00 | MASTER 02080921 | | 2003-12-05 00:00:00 | TO JW DESK/RESUB | | 2003-11-19 00:00:00 | TO Z |
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|
| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
N |
Date |
2003-12-18 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2003-12-18 |
Time |
08:20 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2003-12-18 |
Time |
08:16 |
Sent To |
|
|
| Notes |
| 2003-12-18 00:00:00 | MASTER 02080921 |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
N |
Date |
2003-12-18 |
|
|
Cont ID |
|
| Sent By |
jwitmer |
Date |
2003-12-18 |
Time |
08:17 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2003-12-18 |
Time |
08:17 |
Sent To |
|
|
| Notes |
| 2003-12-18 00:00:00 | MASTER 02080921 | | | 1609.4.3 LOAD REDUCTION. | | | WHEN STRUCTURAL EFFECTS DUE TO TWO OR | | | MORE LOADS IN COMBINATION WITH DEAD LOAD | | | ARE INVESTIGATED IN LOAD COMBINATIONS OF | | | 1609.4.1 OR 1609.4.2, THE COMBINED | | | EFFECTS DUE TO THE TWO OR LOADS MULTI- | | | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD | | | LOADS SHALL NOT BE LESS THAN THE EFFECTS | | | FROM THE LOAD COMBINATION OF THE DEAD | | | LOAD PLUS THE LOAD PRODUCING THE LARGEST | | | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE | | | CIFIED IN THE MATERIALS SECTIONS OF THIS | | | CODE OR A REFRENCED STANDARD SHALL NOT | | | BE USED WITH THESE LOAD COMBINATIONS | | | EXCEPT THAT A DURATION OF LOAD INCREASE | | | SHALL BE PERMITTED IN ACCORDANCE WITH | | | CHAPTER 23. | | | | | | RE-EVALUATE TRUSS ANCHOR SCHEDULE BEFORE | | | FOOR FRAMING INSPECTION. | | | JIM WITMER | | | (561)805-6715 |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2003-11-20 |
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|
Cont ID |
|
| Sent By |
mmclean |
Date |
2003-11-20 |
Time |
12:55 |
Rev Time |
0.00 |
| Received By |
mmclean |
Date |
2003-11-20 |
Time |
12:55 |
Sent To |
B |
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| Notes |
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