Date |
Text |
2003-05-22 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) PROVIDE A SOIL BORING TEST REPORT AS |
| REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| |
| 3) REVISE NOTE 11 UNDER PLAN NOTES ON C1 |
| GLAZING PROTECTION (HURRICANE PANELS) |
| ARE REQUIRED IN THE CITY OF WPB, WHICH |
| IS IN THE WIND BOURNE DEBRIS REGION BUT |
| NOT IN THE HVHZ. SEE FBC 1606.1.4. |
| |
| 4) REVISE NOTE 15 UNDER FRAMING NOTES ON |
| C1. THE 3/8" HIGH RIB METAL LATH IS |
| REQUIRED TO BE FASTENED AT EACH RIB |
| (4"O.C.) PER ASTM C 1063. |
| |
| 5) SPECIFY THE LENGTH/EMBED DEPTH OF THE |
| 1/2" A.B. USED TO FASTEN THE 2X6 GARAGE |
| DOOR JAMB ON THE BUCK DETAIL ON A4. |
| |
| 6) CLARIFY ON THE BUCK DETAIL ON A4 THAT |
| THE SLIDING GLASS DOOR FRAME IS REQUIRED |
| TO BE FASTENED THROUGH THE 1X BUCK INTO |
| THE CONCRETE SUBSTRATE. FBC 1707.4.4.2 |
| |
| 7) REVISE THE TRUSS CONNECTOR SCHEDULE |
| ON A6. THE FBC DOES NOT ALLOW THE ONE- |
| THIRD INCREASE ON THE STEEL CALCULATIONS |
| SEE FBC 1609.4.3 AND THE 2003 USP |
| CATALOG. SOME OF THE CONNECTORS ARE |
| SPECIFIED WITH MORE FASTENERS THAN |
| SPECIFIED IN THE CATALOG. INCREASING THE |
| NUMBER OF FASTENERS TO MORE THAN THE |
| SPECIFIED FOR A SPECIFIC CONNECTOR WILL |
| NOT INCREASE THE UPLIFT VALUE DUE TO |
| THE LIMIT AT WHICH THE CONNECTOR WILL |
| FAIL. |
| |
| 8) REVISE DETAIL 15 ON A5. THE MSH |
| CONNECTOR SPECIFIED IS A STRAP HANGER |
| AND IS NOT DESIGNED OR TESTED TO BE USED |
| UPSIDE DOWN OVER THE TRUSS AS A HOLD |
| DOWN. THE MAXIMUM NUMBER OF FASTENERS |
| FOR A "USP" TA14R IS (7). THE UPLIFT FOR |
| DOUBLE STRAPS IS 1720#. SEE USP CATALOG. |
| |
| 9) REVISE DETAIL 14 ON A5. THE MAXIMUM |
| NUMBER OF FASTENERS IS (7). REVISE THE |
| SPECIFIED UPLIFT VALUE. |
| |
| 10) REVISE DETAIL 8 ON A5. THE MSTA18 |
| STRAP HAS A MAXIMUM UPLIFT OF 1065# WITH |
| (7) 10D NAILS EACH MEMBER PER 2003 USP |
| CATALOG. LARGER NAILS OR MORE NAILS THAN |
| SPECIFIED IN THE CATALOG WILL NOT |
| INCREASE THE UPLIFT VALUE. NOTE: THE |
| TOTAL NUMBER OF HOLES IN THE STRAP IS 14 |
| |
| 11) DETAIL 6 ON A5 SPECIFIES A HANGER |
| THAT IS FASTENED TO A MASONRY WALL WITH |
| (2) 5/8" THROUGH BOLTS ON EACH SIDE. |
| PLEASE CLARIFY. |
| |
| 12) DETAIL 3 ON A5 SHOWS A TRUSS TO CONC |
| TIE BEAM CONNECTION. HOWEVER, THERE IS |
| NO BEAM AT THE LOCATION INDICATED ON THE |
| FRAMING PLAN. |
| |
| 13) THE ENERGY CALCULATIONS DO NOT |
| INCLUDE THE AREA OF THE CEILINGS THAT |
| ARE COFFERED OR THE KNEE WALLS WHERE THE |
| CEILING CHANGES ELEVATIONS. SEE FBC |
| CHAPTER 13 SECTION 604.1.A.1. |
| |
| 14) SUBMIT INSTALLATION SCHEDULE AND KEY |
| PLAN FOR THE STORM PANELS. |
| |
| 15) PROVIDE (2) CURRENT AND COMPLETE |
| COPIES OF SBCCI OR METRO-DADE PRODUCT |
| APPROVALS FOR 30" DIAMETER FIXED GLASS |
| WINDOW. |
| |
| 16) THE SITE SPECIFIC ENGINEERED PRODUCT |
| APPROVALS ARE REQUIRED TO BE SIGNED, |
| SEALED AND DATED BY THE DESIGNER OF |
| RECORD, AS WELL AS, THE ENGINEER |
| CERTIFYING THE PRODUCT. A SIGNED AND |
| SEALED LETTER FROM THE DESIGNER OF |
| RECORD REFERENCING THE SPECIFIC PRODUCTS |
| AND SITE IT WILL BE USED IS ACCEPTABLE. |
| |
| 17) THE DIMENSIONS GIVEN ON THE SITE |
| SPECIFIC PRODUCT APPROVALS FOR THE |
| DESIGNER WINDOWS DO NOT MATCH THE PLANS |
| FOR SEVERAL OF THE WINDOWS. THE WINDOW |
| OVER THE FRONT DOORS (77"X38"), IN THE |
| FAMILY ROOM (37-3/4"X24"), THE LIVING |
| ROOM (74"X96"), THE BREAKFAST ROOM ABOVE |
| SGD (98-3/4"X24-1/2") AND DINING ROOM |
| (97"X104") DO NOT CORRESPOND WITH SITE |
| SPECIFIC DRAWINGS. INDICATE WHICH |
| WINDOWS ON THE DRAWINGS ARE FOR THIS |
| SITE. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)659-8096 EXT.8202 |