Date |
Text |
2006-08-09 00:00:00 | BUILDING REVIEW 3RD CHECKLIST: |
| 1- ENGINEER TO READ ATTACHED COPY OF |
| FLORIDA STATUTE 553.80(2)(B) REGARDING |
| CHARGES FOR DESIGN PROFESSIONAL |
| DOCUMENTS. |
| |
| 2- NEED RE-RECORDED NOTICE OF |
| COMMENCEMENT. NOC IS EXPIRED AFTER 90 |
| DAYS OF RECORDING IF WORK ISN'T STARTED. |
| SEC. 713.9(2) FLORIDA STATUTES. |
| |
| 3- HAND WRITTEN INFORMATION IS NOT |
| ACCEPTABLE ON ANY DRAWING. ALL REVISIONS |
| OR ADDITIONAL INFORMATION TO BE DONE ON |
| ORIGINAL DRAWINGS TO BE PART OF THE |
| SIGNED AND SEALED ENGINEER'S DRAWINGS. |
| |
| 4- PROVIDE BATHROOM WITH DOOR THAT |
| ALLOWS MIN. 29" CLEAR OPENING. 2'-6" |
| WIDE DOOR DOESN'T PROVIDE 29" CLEAR |
| OPENING. SEC. R322 2004 RESIDENTIAL CODE |
| |
| 5- PROVIDE FLORIDA OR LOCAL PRODUCT |
| APPROVAL AS REQUIRED BY DCA RULE 9B-72 |
| FOR: |
| A) ALL STRUCTURAL CONNECTORS SPECIFIED |
| ON TRUSS ANCHOR SCHEDULE AND ALL DETAILS |
| SHOWN ON PLANS. ONLY 1 PRODUCT APPROVAL |
| FOR 1 CONNECTOR WAS SUBMITTED. |
| |
| B) DOOR AT KITCHEN/CARPORT AREA. SEE |
| ELEVATIONS FOR TYPE OF DOOR SHOWN. |
| |
| 6- DESIGNER OF RECORD TO REVIEW AND |
| APPROVE IN WRITTING ALL PRODUCT |
| APPROVALS (UPDATE LETTER TO MATCH |
| RE-SUBMITTED PRODUCT APPROVALS)AS |
| REQUIRED BY SECTION 106.3.3 OF CITY |
| AMENDMENTS TO FBC 2004. |
| |
| 7- ENERGY CALCULATIONS CALL FOR MI CASA |
| BUILDERS AS THE CONTRACTOR. CONTRACTOR |
| STATES THAT A CHANGE OF CONTRACTOR WILL |
| TAKE PLACE. IF THERE IS GOING TO BE A |
| CHANGE OF CONTRACTOR, THEN THE CHANGE OF |
| CONTRACTOR FORM SHALL BE FILLED UP WHEN |
| RE-SUBMITTING PERMIT PACKAGE AND CHANGE |
| OF CONTRACTOR FEES APPLY. SEE ATTACHED |
| CHANGE OF CONTRACTOR FORM. |
| |
| ***IMPORTANT: |
| A NEW PERMIT APPLICATION MUST ACCOMPANY |
| THE CHANGE OF CONTRACTOR'S FORM. |
| |
| 8- SOIL TEST REPORT NEEDS THE |
| ENGINEERING FIRM CERTIFICATE OF |
| AUTHORIZATION NUMBER ON LETTERHEAD AS |
| REQUIRED BY SECTION 61G15-23.002 OF |
| F.A.C. . SEE ATTACHED COPY. |
| |
| 9- STORM SHUTTERS: |
| A) ENGINEER OF RECORD TO REVIEW AND |
| APPROVE THE PRODUCT APPROVAL. |
| |
| B) PROVIDE KEY PLAN. |
| |
| C) PROVIDE COMPLETE INSTALLATION |
| SCHEDULE. SEE ATTACHED SAMPLE. PROVIDE |
| ALL INFORMATION. |
| ***NOTE: NEED TO DESCRIBE SPECIFIC |
| ANCHOR AND KEEP IN MIND THAT STRUCTURE |
| TO BE INSTALLED IS IN CONCRETE BLOCK, |
| NOT CONCRETE. |
| |
| C) THERE IS SOME INFORMATION WRITTEN BY |
| HAND ON EXTERIOR ELEVATIONS, SHEET A-1. |
| THIS INFORMATION DOESN'T MATCH SIZE AND |
| SPACING SHOWN ON PRODUCT APPROVAL. |
| BESIDES, DON'T WRITE ON ANY OF THE |
| ORIGINAL DWGS BECAUSE WILL VOID THEM. |
| |
| 10- SHEET S-2: |
| A) TRUSS ANCHOR SCHEDULE: CONNECTOR |
| RT24 IS A WOOD TO WOOD CONNECTOR. NEED |
| TO SPECIFY WOOD TO MASONRY CONNECTOR. |
| |
| B) ADDING STRAP DETAIL: |
| * CONNECTORS SIMPSON L50, RT24T AND MSTA |
| 24 ARE WOOD TO WOOD CONNECTORS. NEED TO |
| SPECIFY WOOD TO MASONRY CONNECTORS. SEE |
| CATALOGUE FOR PROPER WOOD TO MASONRY |
| CONNECTORS AND REVISE AS REQUIRED. |
| OTHERWISE, PROVIDE COMPLETE ENGINEERING |
| CALCULATIONS AND TESTING TO PROVE |
| PROPOSED INSTALLATION. SEC. 106.1.2 CITY |
| AMENDMENTS TO FBC 2004. |
| |
| 11- SHEET D-1: |
| A) TYPICAL ONE STORY SECTION: |
| * SIZE OF ROOF SHEATHING (5/8" OR |
| 19/32") AND TYPE OF NAIL (8D RING SHANK |
| OR 8D PLANE SHANK) DOESN'T MATCH ROOF |
| SHEATHING TABLE ON SAME PAGE. |
| |
| ** ATTIC VENTILATION NOTE IS NOT CLEAR. |
| IS IT 4" CONT. VENT". SPECIFY. |
| |
| *** CONCRETE SLAB SPECS DON'TMATCH |
| FOUNDATION PLAN. IS IT FIBERMESH OR WIRE |
| MESH?. REVISE AS REQUIRED. |
| |
| 12- PROVIDE SURVEY WITH ORIGINAL SEAL, |
| SIGNATURE AND DATE AS REQUIRED BY |
| CHAPTER 472 FLORIDA STATUTES. ALL |
| DOCUMENTS SUBMITTED FOR PUBLIC RECORDS |
| MUST HAVE ORIGINAL SEAL AND SIGNATURE. |
| |
| JULIO GOMEZ |
| BUILDING PLANS EXAMINER |
| (561)805-6712. |