Date |
Text |
2003-07-01 00:00:00 | BUILDING DENIED |
| |
| 1) IMPACT FEES MUST BE PAID TO PALM |
| BEACH COUNTY, PLANS STAMPED BY THEM AND |
| COPY OF RECEIPT SUBMITTED TO CITY OF |
| WEST PALM BEACH BUILDING DEPARTMENT, |
| BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| |
| 2) THE STRUCTURE IS LOCATED IN AN "AO" |
| FLOOD ZONE AN ELEVATION CERTIFICATE WILL |
| BE REQUIRED. |
| |
| 3)SUBMIT A FINAL SOIL BORING TEST REPORT |
| AS REQUIRED BY THE PRELIMINARY SOIL |
| REPORT AND CITY AMEND. TO FBC 1804.2.2. |
| |
| 4) REVISE NOTE #11 UNDER PLAN NOTES ON |
| C1. FBC 1606.1.4 REQUIRES PROTCTION OF |
| GLAZED OPENINGS IN WINDBOURNE DEBRIS |
| REGIONS AS WELL AS HVHZ AREAS. |
| |
| 5) REVISE NOTE #15 UNDER FRAMING NOTES |
| ON C1. ASTM C 1063 REQUIRES HIGH RIB |
| METAL LATH TO BE ATTACHED AT EACH RIB |
| (4"O.C.). |
| |
| 6) THE ENERGY CALCULATIONS DO NOT |
| INCLUDE THE AREA OF THE CEILINGS THAT |
| ARE COFFERED. SEE FBC CHAPTER 13 SECTION |
| 604.1.A.1. |
| |
| 7) SPECIFY THE LENGTH/EMBEDMENT DEPTH OF |
| THE 1/2" DIA. ANCHOR BOLTS USED TO |
| FASTEN THE 2X6 GARAGE DOOR JAMB ON THE |
| DETAIL ON A4. |
| |
| 8) CLARIFY ON THE BUCK DETAIL FOR THE |
| SLIDING GLASS DOOR ON A4 THAT THE FRAME |
| IS FASTENED THROUGH THE 1X BUCK. |
| |
| 9) REVISE THE TRUSS CONNECTOR SCHEDULE |
| ON A6 TO VALUES THAT DO NOT INCLUDE A |
| ONE-THIRD INCREASE IN THE STEEL CALCS. |
| SEE FBC 1609.4.3 AND THE 2003 USP |
| CATALOG. |
| |
| 10) PROVIDE DOCUMENTATION THAT THE USP |
| MSH 218 HANGER CAN BE USED AS A TRUSS |
| ANCHOR AND PROVIDE THE UPLIFT VALUES. |
| THE USP TA 14RS HAVE AN UPLIFT VALUE OF |
| 1720# FOR DOUBLE STRAPS ON A ONE PLY |
| TRUSS. ADJUST THE TOTAL UPLIFT VALUE |
| GIVEN IN DETAIL 13 ON A6 ACCORDINGLY. |
| |
| 11) REVISE CONNECTION DETAIL 2 ON A5. |
| THE MAXIMUM UPLIFT VALUE FOR THIS STRAP |
| IS 1125# WITH (7) 16D NAILS IN EACH |
| MEMBER. SEE 2003 USP CATALOG. |
| |
| 12) DETAIL 11 ON A5 SPECIFIES A HANGER |
| FASTENED TO A MASONRY WALL WITH (2) 5/8" |
| THROUGH BOLTS ON EACH SIDE. PLEASE |
| CLARIFY. |
| |
| 13) AN ID. TAG FOR A DETAIL 1 ON A6 IS |
| GIVEN ON THE FRAMING PLAN ON A5, HOWEVER |
| THERE IS NO SUCH DETAIL. PLEASE CORRECT. |
| |
| 14) AN ID. TAG FOR A DETAIL 1 ON A8 IS |
| GIVEN ON THE FRAMING PLAN ON A5, HOWEVER |
| THERE IS NO SHEET A8. PLEASE CORRECT. |
| |
| 15) THE PRODUCT APPROVAL FOR THE GARAGE |
| DOOR IS MISSING PAGES AND THE DRAWING |
| SHEET IS ILLEGIBLE. |
| |
| 16) THE PRODUCT APPROVAL FOR THE DOUBLE |
| OUTSWING DOORS HAVE PORTIONS THAT ARE |
| ILLEGIBLE. |
| |
| 17) THE PRODUCT APPROVAL FOR THE SLIDING |
| GLASS DOOR IS MISSING PAGES 4-6 OF THE |
| APPROVED DRAWINGS. |
| |
| 18) THE STORM PANEL PRODUCT APPROVAL |
| TABLES FOR THE SECTIONS ON SHEETS 2 & 3 |
| HAVE A MAXIMUM DESIGN LOAD OF -72PSF |
| GIVEN. THE INSTALLATION SCHEDULE LISTS |
| A PRESSURE OF -74.9PSF FOR OPENINGS 5,6 |
| AND 14. THE TABLE FROM KNEZEVICH LISTS |
| THE PRESSURE AT THESE OPENINGS AS -65.1. |
| PLEASE REVISE. |
| |
| 19) THE SITE SPECIFIC ENGINEERING DOES |
| NOT CORRESPOND TO ALL OF THE FIXED GLASS |
| WINDOWS ON THE PLANS. SIZES 55X72, 36X96 |
| & 96X72 WITH 96X23 ABOVE. PLEASE REVISE. |
| THE FORM IS REQUIRED TO BE SEALED BY THE |
| DESIGNER OF RECORD FOR THE STRUCTURE. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |