| Date |
Text |
| 2003-05-21 00:00:00 | 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) REVISE NOTE 11 UNDER PLAN NOTES ON |
| | C1. HURRICANE PANELS ARE REQUIRED IN THE |
| | CITY OF WPB WHICH IS NOT IN THE HVHZ, |
| | BUT IS IN THE WIND BOURNE DEBRIS REGION. |
| | SEE FBC 1606.1.4. |
| | |
| | 3) REVISE NOTE 15 UNDER FRAMING NOTES ON |
| | C1. 3/8" HIGH RIB METAL LATH IS REQUIRED |
| | TO BE FASTENED AT EACH RIB (4"O.C.) PER |
| | ASTM C 1063. |
| | |
| | 4) 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. |
| | |
| | 5) 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 |
| | |
| | 6) 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 THE |
| | AMOUNT LISTED IN THE CATALOG. INCREASING |
| | THE NUMBER OF FASTENERS TO MORE THAN |
| | SPECIFIED IN THE CATALOG WILL NOT |
| | INCREASE THE UPLIFT VALUES BECAUSE THE |
| | STEEL OF THE CONNECTOR WILL FAIL. |
| | |
| | 7) REVISE DETAIL 15 ON A5. THE MSH |
| | CONNECTOR SPECIFIED IS A STRAP HANGER |
| | AND IS NOT DESIGNED OR TESTED TO BE USED |
| | 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 2003 USP CATALOG. |
| | |
| | 8) REVISE DETAIL 14 ON A5. THE MAXIMUM |
| | NUMBER OF FASTENERS IS (7). REVIEW THE |
| | UPLIFT VALUE SPECIFIED. |
| | |
| | 9) REVISE DETAIL 8 ON A5. THE MSTA18 |
| | STRAP HAS A MAXIMUM UPLIFT VALUE 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 |
| | |
| | 10) 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. |
| | |
| | 11) 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. |
| | |
| | 12) THE ENERGY CALCULATIONS DO NOT |
| | INCLUDE THE AREA OF CEILINGS THAT ARE |
| | COFFERED OR THE KNEE WALLS WHERE THE |
| | CEILING CHANGES ELEVATIONS. SEE FBC |
| | CHAPTER 13 SECTION 604.1.A.1. |
| | |
| | 13) SUBMIT INSTALLATION SCHEDULE AND |
| | KEY PLAN FOR STORM PANELS. |
| | |
| | 14) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR 30" DIAMETER FIXED GLASS |
| | WINDOW. |
| | |
| | 15) THE SITE SPECIFIC PRODUCT APPROVAL |
| | FORMS ARE REQUIRED TO BE SIGNED, SEALED |
| | AND DATED BY THE DESIGNER OF RECORD AS |
| | WELL AS THE ENGINEER CERTIFYING THE |
| | PRODUCT. A SEALED LETTER FROM THE |
| | DESIGNER OF RECORD REFERENCING THE |
| | SPECIFIC PRODUCT AND SITE IS ACCEPTABLE. |
| | SITE SPECIFIC PRODUCT APPROVALS (WHICH |
| | ARE SEALED DOCUMENTS) WITH WHITEOUT |
| | AND CHANGES WILL NOT BE ACCEPTED. |
| | |
| | 16) SUBMIT SOIL BORING TEST REPORT AS |
| | REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
