|
 |
 |
 |
 |
 |
Plan Review Details - Permit 01070604
| Plan Review Stops For Permit 01070604 |
| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2001-07-31 |
|
|
Cont ID |
|
| Sent By |
dpalmer |
Date |
2001-07-31 |
Time |
21:59 |
Rev Time |
0.00 |
| Received By |
dpalmer |
Date |
2001-07-31 |
Time |
21:58 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
P |
Date |
2001-07-28 |
|
|
Cont ID |
|
| Sent By |
hmoser |
Date |
2001-07-28 |
Time |
11:26 |
Rev Time |
0.33 |
| Received By |
hmoser |
Date |
2001-07-28 |
Time |
11:25 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
P |
PLUMBING |
| Rev No |
2 |
Status |
P |
Date |
2001-08-10 |
|
|
Cont ID |
|
| Sent By |
kstevens |
Date |
2001-08-10 |
Time |
10:17 |
Rev Time |
0.33 |
| Received By |
kstevens |
Date |
2001-08-10 |
Time |
10:17 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
F |
Date |
2001-07-28 |
|
|
Cont ID |
|
| Sent By |
jleech |
Date |
2001-07-28 |
Time |
07:46 |
Rev Time |
0.25 |
| Received By |
jleech |
Date |
2001-07-28 |
Time |
07:46 |
Sent To |
|
|
| Notes |
| 2001-07-28 00:00:00 | DENIED; | | | SUBMIT SANITARY RISER DIAGRAM SIZE ALL | | | PIPE. |
|
|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
5 |
Status |
P |
Date |
2002-01-14 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2002-01-14 |
Time |
09:58 |
Rev Time |
1.00 |
| Received By |
rmcdouga |
Date |
|
Time |
|
Sent To |
|
|
| Notes |
| 2002-01-14 00:00:00 | TRUSSES OK W/LETTER FROM ENGINEER |
|
|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
4 |
Status |
F |
Date |
2001-12-05 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2001-12-05 |
Time |
11:50 |
Rev Time |
1.00 |
| Received By |
rmcdouga |
Date |
|
Time |
|
Sent To |
|
|
| Notes |
| 2001-12-05 00:00:00 | TRUSSES | | | DENIED | | | | | | 1) LETTER FROM ENGINEER MUST HAVE THE | | | EMBOSSED SEAL OF THE ENGINEER. | | | | | | 2) CONNECTOR HETAL 20 (EMBEDDED ANCHOR) | | | REQUIRES (20) 10D X 1 1/2" NAILS FOR | | | UPLIFT CAPACITY OF 1890#. LETTER STATES | | | (15) NAILS. | | | | | | 3) THE INTERIOR BEARING OF SG2 IS AT | | | JOINT #15 NOT #21. THE TRUSS WEBS VEE AT | | | THIS POINT(SEE TRUSS DRAWING), WHICH | | | WILL NOT PROVIDE ADEQUATE NAILING FOR | | | MST136 STRAP. PLEASE ADVISE AS TO HOW | | | THESE WILL ATTACH TO TRUSS. | | | | | | PLEASE MAKE CORRECTIONS TO LETTER AND | | | RESUBMIT. | | | | | | SAME NOTES APPLY TO 01071616 AND | | | 01070611. |
|
|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
3 |
Status |
F |
Date |
2001-10-30 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2001-10-30 |
Time |
09:08 |
Rev Time |
1.00 |
| Received By |
rmcdouga |
Date |
|
Time |
|
Sent To |
|
|
| Notes |
| 2001-10-30 00:00:00 | TRUSSES | | | UNSAT | | | | | | 1) FOR TRUSS S13 THE TRUSS DRAWINGS | | | INDICATE AN UPLIFT OF 1600# AT JOINT 13. | | | SHEET A-3 OF THE PLANS INDICATE AN HC10 | | | CONNECTOR RATED FOR 1325# OF UPLIFT. | | | | | | 2) FOR TRUSS S14 THE TRUSS DRAWINGS | | | INDICATE AN UPLIFT OF 1650# AT JOINT 13. | | | SHEET A-3 OF THE PLANS INDICATE AN HC10 | | | CONNECTOR RATED FOR 1325# OF UPLIFT. | | | | | | 3) FOR TRUSS SG2 THE TRUSS DRAWINGS | | | INDICATE 1860# OF UPLIFT AT JOINT 21 AND | | | THE PLANS INDICATE A HETAL-16 RATED FOR | | | 1365# OF UPLIFT. | | | THE TRUSS DRAWINGS INDICATE 4200# UPLIFT | | | AT JOINT 15 AND PLANS HAVE LSTA-24 RATED | | | FOR 1295# OF UPLIFT. | | | | | | PLEASE REVIEW AND CORRECT. | | | | | | THESE COMMENTS APPLY TO THE TRUSSES FOR | | | PERMIT NUMBERS 01070611, 01070616 AND | | | 01071305. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)659-8096 EXT.8202 |
|
|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
2 |
Status |
P |
Date |
2001-08-10 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2001-08-10 |
Time |
17:40 |
Rev Time |
2.00 |
| Received By |
rmcdouga |
Date |
|
Time |
|
Sent To |
|
|
| Notes |
|
|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
1 |
Status |
F |
Date |
2001-08-04 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2001-08-04 |
Time |
08:42 |
Rev Time |
4.00 |
| Received By |
rmcdouga |
Date |
|
Time |
|
Sent To |
|
|
| Notes |
| 2001-08-04 00:00:00 | *************BUILDING UNSAT************* | | | | | | 1) STRUCTURE IS LOCATED IN AN "A8" FLOOD | | | ZONE. A FLOOD ELEVATION CERTIFICATE WILL | | | BE REQUIRED. | | | | | | 2) THE PERCENTAGE OF WALL AREA ALLOWED | | | AS OPENINGS PER THE 97 SBC TABLE 600 IS | | | EXCEEDED AT REAR OF STRUCTURE. BASED ON | | | THE DISTANCE TO THE PROPERTY LINE 40% OF | | | THE WALL AREA IS ALLOWED AS OPENINGS. | | | | | | 3) THE FOOTINGS FOR THE 10" COLUMNS AT | | | THE ENTRY ARE DESIGNATED AS F-8 WHICH | | | ARE MONOLITHIC PADS BUT APPEAR TO BE | | | F-8A CONCRETE PADS. PLEASE REVIEW AND | | | CORRECT. | | | | | | 4) WALL SECTION ON SHEET A-2 SHOWS A | | | FOOTER WITH A DEPTH OF 20" AND FOOTER | | | SCHEDULE ON SHEET A-1 INDICATES AN 18" | | | FOOTER DEPTH AT F-1. PLEASE REVISE SO | | | THAT SHEETS ARE CONSISTENT. | | | | | | 5) ADVISE TRUSS ENGINEER THAT A/C | | | EQUIPMENT WILL BE SUPPORTED BY TRUSSES. | | | | | | ROBERT MCDOUGAL | | | BLDG. PLAN REVIEW | | | (561)659-8096 EXT.8202 |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2001-07-25 |
|
|
Cont ID |
|
| Sent By |
sgraham |
Date |
2001-07-25 |
Time |
11:48 |
Rev Time |
0.25 |
| Received By |
sgraham |
Date |
|
Time |
|
Sent To |
|
|
| Notes |
|
|
|
Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved |
 |
|
