|
 |
 |
 |
 |
 |
Plan Review Details - Permit 11060656
Plan Review Stops For Permit 11060656 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
P |
Date |
2011-07-29 |
|
|
Cont ID |
|
Sent By |
rbrown |
Date |
2011-07-29 |
Time |
16:32 |
Rev Time |
0.00 |
Received By |
rbrown |
Date |
2011-07-29 |
Time |
16:31 |
Sent To |
|
|
Notes |
2011-07-29 16:36:27 | POOL WALL IS 3'-6" FROM HOUSE FOUNDATION AND POOL BASE | | IS 1'-9" BELOW HOUSE FOUNDATION. THE HOUSE FOUNDATION | | WILL NOT EXERT LATERAL LOAD ON THE POOL WALL. | | | | |
|
|
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2011-07-15 |
|
|
Cont ID |
|
Sent By |
rmcdouga |
Date |
2011-07-15 |
Time |
07:12 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2011-07-15 |
Time |
07:12 |
Sent To |
|
|
Notes |
2011-07-15 11:52:02 | 2007 FBC W/2009 REVISIONS | | | | DENIED BY BUILDING | | | | 1) DUE TO THE PROXIMITY OF THE PROPOSED POOL TO THE | | EXISTING DWELLING, IT WILL BE NECESSARY TO PROVIDE | | SHORING TO PROTECT THE EXISTING FOUNDATION DURING | | CONSTRUCTION. SUBMIT TWO COPIES OF A SHORING PLAN FROM | | FLORIDA LICENSED ENGINEER. FBC 3304.1 AND FBC R | | 403.1.7.2 | | | | 2) SOME OF THE BEARING LOADS OF THE DWELLING FOOTINGS | | MAY BE TRANSFERED AS LATERAL LOADS TO THE POOL WALLS. | | THIS SHOULD BE CONSIDERED IN THE POOL DESIGN. FBC | | R301.1 | | | | ROBERT MCDOUGAL | | BLDG. PLAN REVIEW | | (561)805-6714 | | [email protected] |
|
|
Review Stop |
E |
ELECTRICAL |
Rev No |
1 |
Status |
P |
Date |
2011-07-15 |
|
|
Cont ID |
|
Sent By |
rmcdouga |
Date |
2011-07-15 |
Time |
10:07 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2011-07-15 |
Time |
10:07 |
Sent To |
|
|
Notes |
|
|
Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2011-07-15 |
|
|
Cont ID |
|
Sent By |
rmcdouga |
Date |
2011-07-15 |
Time |
10:07 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2011-06-28 |
Time |
16:26 |
Sent To |
|
|
Notes |
2011-07-12 07:35:58 | SENT TO RES SWIMMING POOL. | 2011-06-28 16:26:54 | SENT TO ZONING SHELF FOR REVIEW. |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
2 |
Status |
P |
Date |
2011-07-29 |
|
|
Cont ID |
|
Sent By |
rbrown |
Date |
2011-07-29 |
Time |
16:36 |
Rev Time |
0.00 |
Received By |
rbrown |
Date |
2011-07-29 |
Time |
16:36 |
Sent To |
|
|
Notes |
2011-07-29 16:40:19 | BUILDING PLAN REVIEW | | ******PROVISO******* | | ROBERT BROWN (561) 805 6652 | | E-MAIL: [email protected] | | | | SHEET 2 OF 2 - POOL SYSTEM FLOW RATE | | REVISION REQUIRED TO INCREASE 2" PRESSURE PIPE TO 2.5" | | |
|
|
Review Stop |
P |
PLUMBING |
Rev No |
1 |
Status |
F |
Date |
2011-07-15 |
|
|
Cont ID |
|
Sent By |
rmcdouga |
Date |
2011-07-15 |
Time |
07:48 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2011-07-15 |
Time |
07:12 |
Sent To |
|
|
Notes |
2011-07-15 08:47:01 | 2007 FBC W/2009 REVISIONS | | | | DENIED BY PLUMBING | | | | 1) THE TDH CALCULATIONS ON SHEET 2 OF THE PLANS INCLUDE | | A POOL HEATER AND THE APPLICATION SPECIFIES NO POOL | | HEATER. WHEN THE TDH OF 18 IS REMOVED FROM THE | | CALCULATIONS THE TOTAL TDH IS 28.8. USING THE PUMP | | CURVE FOR THE 1 HP PENTAIR WHISPERFLO POOL PUMP THE | | FLOW RATE IS 110 GPM WITH A TDH OF 28.8. THE VELOCITY | | IN THE 2.5 " SUCTION LINES WILL BE 7.18 FT/SEC, WHICH | | IS ACCEPTABLE. HOWEVER, THE VELOCITY IN THE 2" RETURN | | PIPING IS 11.23 FT/SEC, WHICH EXCEEDS THE 10 FT/SEC | | ALLOWED BY FBC R4101.6.3. PLEASE CORRECT. | | | | ROBERT MCDOUGAL | | BLDG. PLAN REVIEW | | (561)805-6714 | | [email protected] |
|
|
Review Stop |
Z |
ZONING |
Rev No |
1 |
Status |
P |
Date |
2011-07-11 |
|
|
Cont ID |
|
Sent By |
jroach |
Date |
2011-07-11 |
Time |
10:56 |
Rev Time |
0.00 |
Received By |
jroach |
Date |
2011-07-05 |
Time |
16:03 |
Sent To |
E |
|
Notes |
|
|
|
Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved |
 |
 |