| Date |
Text |
| 2007-06-19 13:18:13 | BUILDING REVIEW 3RD CHECKLIST: |
| | 1- NOTICE OF COMMENCEMENT IS EXPIRED AFTER 90 DAYS IF |
| | WORK IS NOT STARTED. NEED TO RE-RECORD NOTICE OF |
| | COMMENCEMENT. |
| | |
| | 2- PROVIDE PRODUCT APPROVAL AS REQUIRED BY DCA RULE |
| | 9B-72 FOR: |
| | A) PRECAST LINTELS.NOA 03-0605.05 SUBMITTED |
| | EXPIRED ON 05/21/06. NEED CURRENT ONE. |
| | |
| | 3- ENGINEER 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. |
| | PRODUCT APPROVALS HAVE AN APPROVED AND REVIEWED STAMP |
| | BUT IT LACKS THE MOST IMPORTANT INFORMATION. WHO |
| | REVIEWED AND APPROVED IT?.NEED TO PROVIDE THE NAME |
| | OF THE ENGINEER WHO REVIEWED AND APPROVED THE PRODUCT |
| | APPROVALS. |
| | ALSO,ENGINEER SIGNATUREIS NOT THESAME AS SHOWN ON |
| | FLOOR PLANS. |
| | |
| | 4- HURRICANE SHUTTERS: |
| | A) PROVIDE COMPLETE AND CORRECT INSTALLATION |
| | SCHEDULE. INFORMATION SUBMITTED IS INCORRECT.USE |
| | CLEAN COPY. SEE ATTACHED CLEAN COPY. TRACO SECURITY |
| | WINDOWS IS NOT THE PRODUCT APPROVAL MANUFACTURER. |
| | COORDINATE SIZE OF OPENINGS AND DESIGN PRESSURES WITH |
| | FLOOR PLANS. REVISE SIZE TYPE AND SPACING OF ANCHORS. |
| | PROVIDE INFORMATION FOR TOP AND BOTTOM ANCHORS. WHAT'S |
| | #5 SHOWN ON CENTER BOLTS OR REINFORCING BARS COLUMN?. |
| | |
| | SEE ENGINEERED DRAWINGS FOR STORM SHUTTERS AND MARK |
| | SPECIFIC MOUNTING CONDITIONS (EG: WALL MOUNT) AND |
| | SPECIFIC TYPE OF ANCHOR AND SPACING TO BE USED |
| | ACCORDING TO THE DESIGN PRESSURES, PANEL SPAN,EDGE |
| | DISTANCE, CONNECTION TYPE AND STRUCTURE TO BE ATTACHED |
| | TO ( CONCRETE BLOCK).SEC. 106.1.2 CITY AMENDMENTS TO |
| | FBC 2004. |
| | |
| | 5- ENGINEER TO PROVIDE ACTUAL CALCULATIONS FOR OPENING |
| | DESIGN PRESSURES. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004.DESIGN PRESSURES SHOWN ON OPENINGS ARE LOW |
| | COMPARED TO REVISED TABLE 1609.6.2.1(2) OF FBC 2004 AND |
| | ACTUAL OPENING LOCATION, END OR INTERIOR ZONE. |
| | |
| | 6- ENGINEER TO SPECIFYALL LOADS INCLUDING ATTIC LIVE |
| | LOADS AS REQUIRED BY SEC. R301 AND TABLE R301.5 OF 2004 |
| | FLORIDA RESIDENTIAL CODE. |
| | |
| | 7- INFORMATION SUBMITTED FOR EMERGENCY EGRESS WINDOWS |
| | IS INCORRECT.SEC. R301 AND TABLE R301.5HAVE NOTHING |
| | TO DO WITH EMERGENCY EGRESS. REVISE AS REQUIRED. SEE |
| | 2004 FLORIDA RESIDENTIAL CODE FOR CORRECT CODE SECTION |
| | FOR EGRESS WINDOWS AND REVISE ALL INFORMATION AS |
| | REQUIRED. |
| | ALSO, NET CLEAR OPENING: 20".THIS IS NET CLEAR |
| | OPENING IN WHAT DIRECTION? WIDTH?. |
| | |
| | 8-REVISE INFORMATION GIVEN ON WIND INFORMATION - 2004 |
| | FBC.SEEFBC 2004 INCLUDING THE REVISIONSAND |
| | SPECIFY CORRECT SECTIONS OF THE CODE. |
| | PROVIDE COMPLETE AND CORRECT SPECIFICATIONS FOR SIZE OF |
| | REINFORCING STEEL ANGLE TO SUPPORT EXISTING TIE BEAM. |
| | SPECIFICATIONS SUBMITTED ARE INCOMPLETE.SEC. 106.1.2 |
| | CITY AMENDMENTS TO FBC 2004. |
| | |
| | 9- COORDINATE LIVE AND DEAD LOADS SHOWN ON WIND |
| | INFORMATION - 2004 FBC AND STRUCTURAL LOADS INFORMATION |
| | GIVEN ON THE SAME SHEET.INFORMATION SHOWN DOESN'T |
| | MATCH. |
| | |
| | 10- ROOF SHEATHING INFORMATION SHOWN ON PLYWOOD |
| | SHEATHING FASTENER SCHEDULE AND TYPICAL EXTERIOR WALL |
| | SECTION DOESN'T MATCH. REVISE AS REQUIRED.SEE SEC. |
| | R803.2.3.1 OF 2004 FLORIDA RESIDENTIAL CODE FOR CORRECT |
| | TYPE AND FASTENER SPACING FOR INTERIOR ZONES AND ZONE |
| | 3. |
| | |
| | 11- ENGINEER TO SEE ATTACHED COPY OF FLORIDA STATUTE |
| | 553.80(2)(B) REGARDING PLAN REVIEW FEES FORDESIGN |
| | PROFESSIONAL DOCUMENTS AND CONTINUOUS FAILURES. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
