| Date |
Text |
| 2019-02-01 17:33:57 | REVISION - PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE INCREASE IN HEIGHT OF THE NETTING POLES FROM |
| | 150' ABOVE GRADE TO 160' ABOVE GRADE IS REQUIRED TO BE |
| | APPROVED BY THE PALM BEACH COUNTY AIRPORT AND THE |
| | CITY'S ZONING DEPARTMENT. |
| | |
| | 2) THE WINDLOAD ANALYSIS THAT WAS SUBMITTED HAS THE |
| | VULT WIND SPEED AS 150 MPH AND BUILDING RISK CATEGORY |
| | II. THE NETTING POLES SHOULD BE CLASSIFIED AS RISK |
| | CATEGORY I. THIS PROJECT IS LOCATED BETWEEN THE 160 MPH |
| | AND THE 150 MPH CONTOUR LINES ON THE WIND SPEED MAP FOR |
| | RISK CATEGORY I. THE WIND SPEED FOR THIS PROJECT |
| | LOCATION SHOULD BE 155 MPH VULT. 2014 FBC SECTION |
| | 1604.5 & 1609.1 AND ASCE 7 - 10 |
| | |
| | 3) SHEET S5.2 OF THE PLANS HAS THE CORRECT BUILDING |
| | RISK CATEGORY, HOWEVER, THE VULT WIND SPEED IS |
| | INCORRECTLY SPECIFIED AS 150 MPH. THE WIND SPEED FOR |
| | THIS PROJECT LOCATION SHOULD BE 155 MPH VULT. 2014 FBC |
| | SECTION 1604.5 & 1609.1 AND ASCE 7 - 10. |
| | |
| | 4) ON SHEET S5.2, THE REINFORCING STEEL AND CONCRETE |
| | NOTES SPECIFY ACI 318-05. THIS PROJECT IS PERMITTED |
| | UNDER THE 2014 FLORIDA BUILDING CODE WHICH REFERENCES |
| | THE 2011 EDITION OF ACI 318 (ACI 318-11). FBC CHAPTER |
| | 35 |
| | |
| | 5) ON SHEET S5.2, THE STRUCTURAL STEEL NOTES SPECIFY |
| | AISC 360-05. THIS PROJECT IS PERMITTED UNDER THE 2014 |
| | FLORIDA BUILDING CODE WHICH REFERENCES THE 2010 EDITION |
| | OF AISC 360 (AISC 360-10). FBC CHAPTER 35 |
| | |
| | 6) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A |
| | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE |
| | CITY RE-SUBMITTAL FORM. |
| | |
| | |
