| 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. |