| Date |
Text |
| 2014-08-26 11:25:23 | BUILDING PLAN REVIEW |
| | PERMIT: 13100292 |
| | ADD: 6651 N JOG RD |
| | CONT: |
| | TEL: (561 |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2ND REVIEW |
| | DATE: YUES. AUG. 26/2014 |
| | ACTION: DENIED |
| | |
| | FIRE WATER TANK |
| | 1) 1ST TIME COMMENT, SHEET 1230-1 REV #5 THERE SEEMS TO |
| | BE A DISCREPANCY IN THE WIND DESIGN CRITERIA FOR THE |
| | FIRE WATER TANK. |
| | THIS PERMIT IS UNDER THE 2010 FBC, THE PLANS INDICATE A |
| | 140 MPH 3 SECOND GUST BUT NOT MENTIONED IF THIS IS VULT |
| | OR VASD. |
| | THE SECOND ISSUE THAT COMPLACATES THINGS IS THE |
| | IMPORTANCE FACTOR CATEGORY I BUILDINGS AND STRUCTURES |
| | WITH A CATEGORY I CLASSIFICATION ARE DERATED INTHE WIND |
| | SPEED MAPS BUT A IMPORTANCE FACTOR OF 1.15. IS WHAT IS |
| | USED FOR TYPE III OR IV STRUCTURES ESSENTIAL FACILITIES |
| | LIKE FIRE FIGHTING EQUIPMENT & STRUTURES SEE TABLE |
| | 1604.5 RISK CATEGORIES FOR BUILDINGS AND STRUCTURES. |
| | |
| | SINCE THIS TANK IS FOR THE FIRE WATER STORAGE TANK THE |
| | BUILDING RISK CATEGORY SHOULD BE RISK CATEGORY III THE |
| | IMPORTANCE FACTOR OF 1.15 IS BUILT INTO THE THE |
| | DETERMINATION OF WIND LOADS 1609.1.1 AND FIGURE 1609.B, |
| | THE VULT 180 MPH 3 SECOND GUST SHOULD BE THE WIND |
| | DESIGN CRITERIA FOR THE FIRE WATER STORAGE TANK. PLEASE |
| | CORRECT PLANS. |
| | |
| | |
| | A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
