Plan Review Stops For Permit 07030452 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
P |
Date |
2007-03-15 |
|
|
Cont ID |
|
Sent By |
rmcdouga |
Date |
2007-03-15 |
Time |
17:46 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2007-03-15 |
Time |
17:46 |
Sent To |
|
|
Notes |
|
|
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2007-03-13 |
|
|
Cont ID |
|
Sent By |
rmcdouga |
Date |
2007-03-13 |
Time |
14:33 |
Rev Time |
0.00 |
Received By |
rmcdouga |
Date |
2007-03-13 |
Time |
13:37 |
Sent To |
|
|
Notes |
2007-03-13 14:33:40 | DENIED BY BUILDING | | | | 1) RAS 150 IS NOT ACCEPTED IN THIS JURISDICTION. ALSO, | | THE CITY OF WEST PALM BEACH IS NOT LOCATED IN THE HIGH | | VELOCITY HURRICANE ZONE. | | | | 2) THE SYSTEM SPECIFIED IN THE NOA IS FOR A WOOD | | NON-INSULATED DECK. ON SOME OF THE PAPER WORK THAT WAS | | SUBMITTED 3/4" PERLITE INSULATION IS SPECIFIED. IF THE | | DECK WILL BE INSULATED,SELECT A SYSTEM FOR AN | | INSULATED WOOD DECK FROM THE NOA. | | | | 3) THE MAXIMUM DESIGN PRESSURE SPECIFIED FOR THE | | ROOFING MATERIAL, ON PAGE 28 OF THE NOA, IS TOO LOW FOR | | ROOF ZONE 3 (- 89 PSF) . SEE 2004 FBC TABLE | | 1609.6.2.1(2). GENERAL LIMITATION #7 ON PAGE 32 OF THE | | NOA ALLOWS THE PRESSURE TO BE INCREASED BASED ON | | ENHANCED FASTENER SPACING CALCULATED USING RAS 117. | | SUBMIT RAS 117 CALCULATIONS. | | | | ROBERT MCDOUGAL | | BLDG. PLAN REVIEW | | (561)805-6714 |
|
|
|