| 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 |
