| Date |
Text |
| 2007-10-01 18:17:24 | RESIDENTIAL ADDITION BUILDING REVIEW SECOND CHECKLIST. |
| | REVIEW DONE UNDER 2004 FLORIDA RESIDENTIAL CODE AND FBC |
| | 2004 WITH 2006 REVISIONS. |
| | |
| | 1-OWES $404.00 FOR UPDATED PERMIT VALUATION AS |
| | REQUIRED BY SEC. 108.3 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 2- ATTIC ACCESS SHOWN ON PLANS DOESN'T WORK. SEE ROOF |
| | FRAMING PLANFOR ORIENTATION OF TRUSSES. ALSO,THERE |
| | IS NOT HEADROOM IF ATTIC ACCESS IS TOO CLOSE TO THE |
| | EXTERIOR WALL. REVISE AS REQUIRED. SEC. 106.1.2 CITY |
| | AMENDMENTS TO FBC 2004. |
| | |
| | 3- ROOF TILE WAS CHANGED TO ROOF SHINGLES. REVISE |
| | ORIGINAL DRAWINGS. CROSSING OUT PRINTS BY HAND IS NOT |
| | ALLOWED. |
| | IN ADDITION ENGINEER'S SIGNATURE DOESN'T MATCH |
| | SIGNATURE SHOWN BY ENGINEER'S SEAL.. |
| | |
| | 4- SPECIFY CONNECTORS AT THE OTHER END OF WALL GIRDERS |
| | RESTING ON MASONRY WALL. SEC. 106.1.2 CITY AMENDMENTS |
| | TO FBC 2004 (REPEAT COMMENT). |
| | |
| | 5- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| | 9B-72 FOR: |
| | A) ALL STRUCTURAL TRUSS CONNECTORS SPECIFIED ON |
| | PLANS.INFORMATION SUBMITTED IS A COPY OF FROM THE USP |
| | CATALOG, NOT A PRODUCT APPROVAL. PROVIDE ONLY THE |
| | PRODUCT APPROVAL COVER PAGE ANDPAGE WHERE SPECIFIED |
| | CONNECTORS ARE SHOWN TO SAVE TIME AND PAPER. |
| | |
| | 6- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING)ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004 |
| | (REPEAT COMMENT). |
| | |
| | 7- TRUSS DRAWINGS: |
| | A) ALL GENERAL DRAWINGS, DETAILS, SPECS, LETTERS, |
| | ETC. NEED TO HAVE ENGINEER'SORIGINAL SEAL, SIGNATURE |
| | AND DATE AS REQUIRED BY CHAPTER 471 FLORIDA STATUTE. IN |
| | ADDITION ALL SHEETS NEED TO HAVE THE ENGINEER'S |
| | COMPLETEINFORMATION AS REQUIRED BY FLORIDA |
| | ADMINISTRATIVE CODE SEC. 61G15-23.002 (REPEAT |
| | COMMENT). |
| | |
| | 8- FOUNDATION DESIGN BEARING CAPACITY NOTE ON SHEET #6 |
| | CALLS FOR 2500 PSF SOIL BEARING CAPACITY, WHILEPAGE |
| | ONE OF SOIL TEST REPORT CALLS FOR 2000PSF SOIL BEARING |
| | CAPACITY. REVISE AS REQUIRED TOMATCH.(REPEAT |
| | COMMENT). |
| | |
| | 9- PROVIDE 2 COPIES OF SOIL TEST REPORT WITH ORIGINAL |
| | ENGINEER'S SIGNATURE AND SEAL.ONLY ONE WAS |
| | SUBMITTED. |
| | |
| | 10- HURRICANE STRAP SCHEDULE.REVISE NUMBER OF NAILS |
| | SPECIFIED FOR TAPL16 CONNECTOR.SEE PRODUCT APPROVAL |
| | FOR CORRECT NUMBER OF NAILS. OTHERWISE PROVIDE COMPLETE |
| | ENGINEERING ANALYSISIF NUMBER OF NAILS DIFFER FROM |
| | THOSE TESTED AND PUBLISHED BY THE MANUFACTURER.SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004 (REPEAT COMMENT). |
| | |
| | 11- CLARIFY HANGER DETAIL TO CONCRETE COLUMN ON SHEET |
| | #11. WHERE IS THIS DETAIL TAKEN PLACE AT? . HOW IS THE |
| | PLATE WELDED TO CONCRETE COLUMN?. HOW ARE THE THRU |
| | BOLTS INSTALLED?. SEC. 106.1.2 CITY AMENDMENTSTO FBC |
| | 2004. |
| | |
| | 12- PROVIDE ONLY DETAILS THAT APPLY TO THIS JOB TO |
| | EXPEDITE REVIEW PROCESS AND AVOID CONFLICTS. |
| | |
| | 13- NOTICE OF COMMENCEMENT WAS RECORDED ON 02/07/2007. |
| | THIS DOCUMENT EXPIRES IF WORK IS NOT STARTED WITHIN 90 |
| | DAYS OF RECORDING IT. THEREFORE, NEED RE-RECORDED |
| | NOTICE OF COMMENCMENT AS REQUIRED BY SEC. 713.13 |
| | FLORIDA STATUTE. |
| | |
| | NOTE: |
| | PROVIDING A CHECKLIST RESPONSE LETTER IS HIGHLY |
| | RECOMMENDED TOEXPEDITE THE REVIEW PROCESS ANDVERIFY |
| | THAT ALLITEMS ARE ADDRESSED. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
