| 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 |
