| Date |
Text |
| 2020-09-28 14:18:29 | 2ND REVIEW FBC-2017 PLUMBING |
| | PERMIT- 20071488 |
| | 9/28/2020 |
| | |
| | CODES IN EFFECT: |
| | FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017 |
| | FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017 |
| | FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017 |
| | FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017 |
| | FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION |
| | 2017 |
| | FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017 |
| | FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION |
| | 2017 |
| | FS- FLORIDA STATUTES |
| | FAC- FLORIDA ADMINISTRATIVE CODE |
| | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH |
| | EDITION 2017 |
| | |
| | PLAN REVIEW RESULTS: DENIED. |
| | COMMENTS FROM THE 1ST REVIEW LISTED BELOW HAVE NOT BEEN |
| | COMPLETELY ADDRESSED. ADDITIONAL COMMENT NOTES IN |
| | CAPITOL LETTERS HAVE BEEN PROVIDED. |
| | |
| | 3) A4.0, P0, P2.1: ROOF DRAINAGE CALCULATIONS ARE |
| | REQUIRED FOR THE NEW PATIO ROOF THAT INCLUDE THE |
| | DRAINAGE FROM ADJACENT ROOFS OR PARTS OF THE BUILDING |
| | THAT ARE DRAINING WATER ONTO THE ROOF. ROOF DRAINAGE |
| | CALCULATIONS HAVE NOT BEEN PROVIDED. THE CALCULATIONS |
| | ON THE NEW SHEET P2.1 APPEAR TO BE FOR THE TRENCH DRAIN |
| | IN THE FLOOR SLAB WHICH IS ALSO LABELED AS A STORM |
| | DRAIN. THERE IS NO ROOF SLOPE SHOWN ON THE DRAWINGS AND |
| | THE ACTUAL LOCATIONS AND HEIGHTS OF PARAPET WALLS ALONG |
| | THE ROOF PERIMETER IS NOT CLEAR. PLEASE EXPLAIN OR |
| | CLARIFY THE STORM DRAINAGE CALCULATION ON THE P2.1. |
| | FROM WHICH STANDARD IS THE EQUATION DERIVED FROM. |
| | THE SHOP DRAWINGS AND/OR THE SITE-SPECIFIC PLANS SHALL |
| | VERIFY THE ROOF HAS BEEN DESIGNED IN COMPLIANCE WITH |
| | SECTION 1107.1 FBC P: ROOFS SHALL BE DESIGNED FOR THE |
| | MAXIMUM POSSIBLE DEPTH OF WATER THAT WILL POND THEREON |
| | AS DETERMINED BY THE RELATIVE LEVELS OF ROOF DECK AND |
| | OVERFLOW WEIRS, SCUPPERS, EDGES OR SERVICEABLE DRAINS |
| | IN COMBINATION WITH THE DEFLECTED STRUCTURAL ELEMENTS. |
| | IN DETERMINING THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL |
| | PRIMARY ROOF DRAINAGE MEANS SHALL BE ASSUMED TO BE |
| | BLOCKED. THE MAXIMUM POSSIBLE DEPTH OF WATER ON THE |
| | ROOF SHALL INCLUDE THE HEIGHT OF THE WATER REQUIRED |
| | ABOVE THE INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO |
| | ACHIEVE THE REQUIRED FLOW RATE OF THE SECONDARY |
| | DRAINAGE MEANS TO ACCOMMODATE THE DESIGN RAINFALL RATE |
| | AS REQUIRED BY SECTION 1106. SHOP DRAWINGS NOT |
| | PROVIDED. NO ROOF SLOPE INDICATED. |
| | |
| | A) CALCULATIONS SHALL ALSO BE PROVIDED FOR THE VERTICAL |
| | DOWNSPOUTS- SECTION 1106.1 AND THE HORIZONTAL GUTTERS- |
| | SECTION 1106.6 AND TABLE 1106.6. ROOF DRAINAGE |
| | CALCULATIONS AND SIZES OF THE GUTTERS AND DOWNSPOUTS |
| | NOT PROVIDED. |
| | |
| | 4) A4.0, P0, P2.1: VERIFY THE STORM WATER FROM THE ROOF |
| | AND THE TRENCH DRAIN WILL FLOW AWAY FROM THE BUILDING |
| | AND DRAIN INTO APPROVED PERMEABLE AREA THAT WILL NOT |
| | POND OR FLOOD, OTHERWISE CONNECT THE DRAINS TO THE |
| | EXISTING STORM DRAINAGE SYSTEM ON SITE- SECTION |
| | 1101.2.NO NOTES OR DRAINAGE SLOPE PROVIDED TO VERIFY |
| | COMPLIANCE. |
| | |
| | 5) SHEET A4.0: THE DOWNSPOUT NOTE NEEDS TO BE MODIFIED |
| | TO INDICATE "TYP" FOR THE LOCATIONS AT THE COLUMNS. |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. |
| | |
| | CHRISTOPHER L. COLE |
| | MECHANICAL/PLUMBING PLANS EXAMINER |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH FL 33401 |
| | 561-805-6719 |
| | [email protected] |
| | |
