| Date |
Text |
| 2016-01-15 06:49:31 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15060554 WASTE GAS BURNER |
| | ADD: 4395 EASLEY ST. |
| | CONT: TBD/ TO BE DETERMINED |
| | CONTACT: KURT PFEFFER, P. E. |
| | TEL: (561)997-8070 |
| | E-MAIL: [email protected] |
| | |
| | 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: FRI. JAN. 15/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 0298-S-ADF-32 SHOWS A ELEVATION OF THE WASTE |
| | GAS BURNER. BOTH DETAILS A & B SHOW THE WASTE GAS |
| | BURNER PIPE CUT OFF AND THE TOTAL HEIGHT OF |
| | THE BURNER IS NOT PROVIDED. SHEET 0298 M-ADF-39 WHEN |
| | MEASURED SCALES ABOUT 12.4 FEET ABOVE THE FLANGE #150. |
| | PLEASE PROVIDE ADDITIONAL INFORMATION IF THE SCHEDULE |
| | 5S SST PIPE WILL REQUIRE LATERAL RESISTING SYSTEM FOR |
| | THE HEIGHT OF THE PIPE AS WELL FOR THE WIND DESIGN OF |
| | 180 MPH. |
| | |
| | LATERAL FORCE-RESISTING SYSTEM 2010 FBC-B 1604.4 |
| | ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND THEIR |
| | CONNECTIONS SHALL BE DETERMINED BY METHODS OF |
| | STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM, |
| | GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH |
| | SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY |
| | STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING |
| | EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS |
| | CHAPTER. SEE SECTION 1609 FOR WIND LOADS? |
| | |
| | 2) 2010 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING |
| | INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| | REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| | THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| | |
| | 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | |
| | 2.2. RISK CATEGORY. |
| | |
| | 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 3) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. 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. |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
