| Date |
Text |
| 2006-08-15 00:00:00 | |
| | 1) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS |
| | NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 2) BEFORE A PERMIT TO CONSTRUCT, MAY BE |
| | ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. NEW LOCATION 2300 N.JOG RD |
| | (NORTH OF OKEECHOBEE BLVD)SUITE#2W01- |
| | 2W14). |
| | |
| | 3) ACCORDING TO THE SIMPSON STRONG-TIE |
| | CATALOG, THE WAY THE LS50 AND LS30 |
| | CONNECTORS ARE SHOWN ON THE DRAWINGS, IS |
| | NOT HOW THEY WERE INTENDED TO BE USED. |
| | PLEASE SEE THE SIMPSON STRONG-TIE |
| | CATALOG FOR MORE INFORMATION AND |
| | INDICATE THE CORRECT CONNECTOR/STRAP FOR |
| | THE UPLIFT RESISTANCE. |
| | |
| | 4) EXPLAIN WHY EIGHT PIECES OF PT 2X8 |
| | ARE STACKED ON EACH OTHER TO BUILD UP |
| | THE COLUMS INSTEAD OF OTHER METHODS OF CONSTRUCTION. |
| | THE LIQUID NAILS WILL |
| | DETERIORATE OVER TIME AND THE STACKED |
| | PIECES WILL SHRINK AND CAUSE OTHER |
| | STRUCTURAL PROBLEMS IN DUE TIME. ONCE |
| | AGAIN THE LS50 SHOULD NOT BE USED AS A |
| | CONNECTOR FOR THE BEAM TIE-DOWN. |
| | |
| | 5) FBC TABLE 2304.9.1 THE NAIL SPACING |
| | OF THE WALL AND FLOOR SHEATING SHALL BE |
| | 6" O.C. EDGES AND INTERMEDIATE. 4" O.C. |
| | AT COMPONENT AND CLADDING EDGE STRIP #3.{FIG.1609.C}. |
| | |
| | 6) R319.1 LOCATION REQUIRED. |
| | IN AREAS SUBJECT TO DECAY DAMAGE AS |
| | ESTABLISHED BY TABLE R301.2(1) , THE |
| | FOLLOWING LOCATIONS SHALL REQUIRE THE |
| | USE OF AN APPROVED SPECIES AND GRADE OF |
| | LUMBER, PRESSURE TREATED IN ACCORDANCE |
| | WITH AWPA C1, C2, C3, C4, C9, C15, C18, |
| | C22, C23, C24, C28, C31, C33, P1, P2 AND |
| | P3, OR DECAY -RESISTANT HEARTWOOD OF |
| | REDWOOD, BLACK LOCUST, OR CEDARS. |
| | |
| | 7) R319.1.1 GROUND CONTACT. |
| | ALL WOOD IN CONTACT WITH THE GROUND AND |
| | THAT SUPPORTS PERMANENT STRUCTURES |
| | INTENDED FOR HUMAN OCCUPANCY SHALL BE |
| | APPROVED PRESSURE PRESERVATIVE TREATED |
| | WOOD SUITABLE FOR GROUND CONTACT USE, |
| | EXCEPT UNTREATED WOOD MAY BE USED WHERE |
| | ENTIRELY BELOW GROUNDWATER LEVEL OR |
| | CONTINUOUSLY SUBMERGED IN FRESH WATER. |
| | |
| | 8) INDICATE THE CONNECTION OF THE FLOOR |
| | JOISTS TO THE SLEEPERS. WILL THE 30LB |
| | FELT BE INSTALLED AT THE TOP OR BOTTON |
| | OF THE SLEEPERS. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | TEL:(561)805-6726 |
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