Date |
Text |
2003-09-17 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1-SURVEY HAS INCORRECT/INCOMPLETE INFO. |
| A)LEGAL DESCRIPTION: FILL IN INFORMATION |
| AND THIS IS PALM BEACH COUNTY, NOT |
| MARTIN COUNTY. |
| B)SURVEYOR'S NOTES: NEED COMNPLETE AND |
| CORRECT INFORMATION ON ITEM #3. |
| **ITEM #9: REVISE ADDRESS. THIS IS WEST |
| PALM BEACH, NOT PALM BEACH COUNTY. |
| **ITEM #10: WPB USES MAP DATED MARCH 1ST |
| 1979. REVISE MAP AND PANEL # AS REQ'D. |
| C)BUILDING FOOTPRINT DOESN'T MATCH |
| FLOOR PLANS. REVISE AS REQUIRED. |
| |
| 2-NEED RECORDED NOTICE OF COMMENCEMENT. |
| 3-PROVIDE AIR HANDLER UNIT COMPLETE |
| HANGING DETAILS. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| 4-SPECIFY SAFETY GLASS WHERE REQUIRED. |
| SEE PLANS AND SEC. 2405.2 FBC 2001. |
| 5-PRIVACY WALL SECTION DETAIL: SPECIFY |
| VERTICAL REINFORCEMENT AND ATTACHMENT |
| TO CANTILEVERED FOOTING. SECTION |
| 104.2.1.2 CITY AMENDEMNTS TO FBC 2001. |
| 6-PROVIDE CALCULATIONS FOR UPLIFT LOADS |
| AT REAR COVERED PORCH CONCRETE PADS. |
| SEC. 1606.1.3 FBC 2001 AND SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 7-PROVIDE COMPLETE DETAIL/SECTION THRU |
| BAY WINDOW AT CAFE AREA. PROVIDE |
| SPECS FOR CANTILEVERED BEAM AND THE |
| ATTACHMENT TO COLUMNS. ALSO, PROVIDE |
| DETAIL AT INTERSECTION OF COVERED |
| PORCH BEAM, CAFE BAY WINDOW BEAM AND |
| LANAI BEAM. SECTION 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| 8-UPDATE TRUSS ANCHOR SCHEDULE AND ALL |
| DETAILS THAT ARE AFFECTED BY SECTION |
| 1609.4.3 FBC 2001, WHICH DOES NOT |
| ALLOW STEEL STRESS TO BE INCREASED. |
| **NOTE: USE SIMPSON HIGH WIND-RESISTANT |
| CONSTRUCTION CATALOGUE WHICH HAVE THE |
| REVISED VALUES. |
| 9-SPECIFY WASHERS FOR GARAGE STRUCTURAL |
| BUCK DETAIL. SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| 10-PROVIDE COMPLETE DETAIL/SPECS FOR |
| CEILING INSTALLATION AT FRONT AND |
| REAR PORCHES. SPECIFY ALL MATERIALS |
| AND FASTENER TYPE AND SPACING. SEE |
| ASTM C-926 AND ASTM C-1063. |
| SEC. 2504.2 FBC 2001. |
| 11-PROVIDE COMPLETE INFORMATION ON TOP |
| OF ENERGY CALCULATIONS FORM. |
| 12-STORM SHUTTERS: CLEARLY MARK ON DWGS |
| SPECIFIC MOUNTING CONDITIONS & ANCHOR |
| TYPE AND SPACING TO BE USED ACCORDING |
| TO THE DESIGN PRESSURES, PANEL SPAN, |
| EDGE DISTANCE, CONNECTION TYPE AND |
| STRUCTURE TO BE ATTACHED TO. |
| 13-SITE SPECIFIC PRODUCT APPROVAL FOR |
| BUTT GLAZING SYSTEM: A)PANEL TESTED |
| HAS THREE PANELS. PANEL SHOWN ON PLANS |
| HAS 4 PANELS. PROVIDE COMPLETE ENGINEE |
| RING ANALYSIS FOR PROPOSED SYSTEM. |
| SEC. 2406.1 AND 2406.2 FBC 2001. |
| **NOTE: TEST DOESN'T SPECIFY EDITION |
| OF ASTM E330. NEED TO USE THE CRITERIA |
| SET ON ASTM E330-84 EDITION WHICH IS |
| THE ONE REFERENCED IN THE FBC. |
| **PROVIDE ORIGINAL SEALED, SIGNED AND |
| DATED TEST REPORTS AS REQUIRED BY |
| CHAPTER 471 FLORIDA STATUTES. |
| **PRODUCT APPROVAL SUBMITTED IS FOR |
| 4500 SERIES STOREFRONT SYSTEM. PRODUCT |
| APPROVAL FORM CALLS FOR 4000 SERIES. |
| CLARIFY AS REQUIRED. |
| **PRODUCT APPROVAL FORM DOESN;T SPECIFY |
| THICKNESS FOR 1200 TYPE SILICONE. |
| |
| 14-OWES $6.81 FOR UPDATED VALUATION. |