| Date |
Text |
| 2009-01-30 08:57:08 | BUILDING PLAN REVIEW |
| | PERMIT:09010116 |
| | ADD: 7915 S. DIXIE HWY |
| | CONT: CHINCHOR ELECTRIC INC. |
| | TEL: (386)774-1020 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1-30-09 |
| | REVIEW: 1ST |
| | ACTION: DENIED |
| | |
| | 1) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE & 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. |
| | |
| | 2) SHEET S-1 SHOWS TWO DIFFERENT TYPES OF BEAMS. DETAIL |
| | #1 SHOW A "BOND BEAM" WITH 2 #5 REINFORCING BARS AND |
| | THE TYPICAL MASONRY WALL CONSTRUCTION DETAIL SHOW A |
| | CAST IN PLACE REINFORCED CONCRETE TIE BEAM WITH NO |
| | DIMENSIONS. CLEARLY STATE WHICH BEAM DETAIL WILL BE |
| | USED? THE FOUNDATION PLAN DETAIL FAIL TO SHOW THE |
| | LOCATION OF THE VERTICAL REINFORCING BARS AS STATED IN |
| | THE NOTE BELOW. ON SHEET S-1, PLEASE INDICATE THE TYPE |
| | AND SIZE OF THE MATERIALS FOR EACH DETAIL. SHOW THE |
| | BRACING DETAIL FOR THE MASONRY CONSTRUCTION PER FBC |
| | 2104.1.9. |
| | |
| | 3) SHEET E-3 SHOWS ADDITIONAL STRUCTURAL INFORMATION |
| | THAT IS NOT SHOWN ON THE SHEET (S-1), EXAMPLE THE DOORS |
| | AND BOLLARDS WITH THE DOT GUARDRAIL. THE NEW MASONRY |
| | WALL NEEDS TO SHOW A HEADER DETAIL FOR THE TWO DOORS. |
| | WILL THE DOOR HEADER BE CONSTRUCTED WITH A REINFORCED |
| | CONCRETE OR WILL A LINTEL BE USED? IF THE LINTEL WILL |
| | BE USED, PROVIDE THE PRODUCT APPROVAL INDICATING THE |
| | SIZE OF THE LENTIL. PROVIDE PRODUCT APPROVAL FOR THE |
| | TWO DOORS AND INDICATE OR HI-LIGHT ALL INFORMATION |
| | PERTAINING TO THE INSTALLATION OF THE DOORS FROM THE |
| | INSTALLATION INSTRUCTIONS ON EACH PAGE OF THE PRODUCT |
| | APPROVAL. |
| | |
| | 4) SHEET E-3 AND S-1 HAVE DIFFERENT ENGINEERS, |
| | THEREFORE THE WIND DESIGN INFORMATION SHALL BE SHOWN BY |
| | EACH ENGINEER IN ACCORDANCE WITH 1603.1.4 AND 1609.1.3. |
| | IS THE GUARDRAIL ATTACHED TO THE BOLLARDS? IF SO, |
| | PROVIDE A DETAIL FOR THE ATTACHMENT. THERE IS A NOTE AT |
| | THE TOP LEFT SECTION OF SHEET E-3 STATING "8" HIGH |
| | BLOCK WALL PAINT TO MATCH", ISN'T THIS A 14'HIGH WALL? |
| | CLARIFY. |
| | |
| | 5) NOTE: THE EXISTING EMERGENCY GENERATOR LOCATED IN |
| | THE ELECTRICAL AND MECHANICAL ROOM SHALL BE LOCATED IN |
| | A SEPARATE ROOM ENCLOSED WITH A 2-HOUR |
| | FIRE-RESISTANCE-RATED FIRE BARRIER ASSEMBLY. SEE SHEET |
| | E-3. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | PHONE (561)805-6726 |
| | FAX (561) 805-6676 |
| | [email protected] |
| | |
