| Date |
Text |
| 2015-07-14 12:26:37 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 |
| | [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2010 |
| | |
| | TWO COMPLETE COLLATED SETS OF ALL DOCUMENTS REQUIRED |
| | |
| | FROM PREVIOUS LIST: |
| | |
| | 1 - 3. OK (WHISPERMAT CS TEST REPORTS SUBMITTED). |
| | |
| | 4. PROVIDE INFORMATION REGARDING THE EXISTING FLOOR |
| | COVERING TYPE AND WEIGHT AND THE PROPOSED FLOOR |
| | COVERING WEIGHT. ENGINEERING MAY BE REQUIRED TO |
| | DEMONSTRATE THAT THE EXISTING STRUCTURAL FLOOR SLAB CAN |
| | ACCOMODATE ADDITIONAL DEAD LOAD, IF APPLICABLE, FBC |
| | 1604.1. |
| | |
| | 2ND REVIEW - INSTALLATION PROPOSED IS OVER TWICE |
| | EXISTING WEIGHT. ESTIMATED WEIGHT IS UNCLEAR. WEIGHT |
| | INCLUDES 30 BAGS OF THINSET; WHAT SIZE BAGS? WHAT |
| | THICKNESS OF MORTAR BED IS PROPOSED? MARBLE/TRAVERTINE |
| | SIZE (24X24) AND WEIGHT PROVIDED, BUT NOT THICKNESS. |
| | |
| | UNLESS CONTRACTOR CAN DEMONSTRATE THAT PROPOSED WEIGHT |
| | IS WITHIN BUILDING DESIGN LIMITS, ENGINEERING WILL BE |
| | REQUIRED TO DETERMINE THAT EXISTING FLOOR CAN |
| | ACCOMODATE THE ADDITIONAL DEAD LOAD PROPOSED. A COPY OF |
| | THE ORIGINAL BUILDING PLANS MAY BE AVAILABLE. PLEASE |
| | CONTACT [email protected] AND [email protected] IF YOU WISH |
| | TO SUBMIT A PUBLIC RECORDS RESEARCH REQUEST. |
| | |
| | 3RD REVIEW, NOT ADDRESSED. PER CONTRACTOR, THE EXISTING |
| | WEIGHT IS 2500 #, PROPOSED IS 6500 #. NO ENGINEERING OR |
| | OTHER INFORMATION PROVIDED TO DOCUMENT THE ABILITY OF |
| | THE EXISTING SLAB TO RESIST THE ADDITIONAL DEAD LOAD. |
| | |
| | |
