| Date |
Text |
| 2002-05-14 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT # 02040734 |
| | 3408 WASHINGTON RD |
| | CONT: BURKHARDT CONST |
| | TEL: 659-1400 |
| | |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) THE FINISHED FLOOR LEVEL SHALL BE |
| | VERIFIED BY A SIGNED AND SEALED |
| | ELEVATION CERTIFICATE. THIS STRUCTURE |
| | IS LOCATEDIN A A-5 FLOOD ZONE. THE CITY |
| | CODE 12-22(1) REQUIRES SUBSTANTIAL IMPRO |
| | VEMENTS TO BE 6" ABOVE THE BASE FLOOD |
| | ELEVATION, OR A FINISH FLOOR HEIGTH OF |
| | 7'-6". THE ADDITION SHALL COMPLY WITH |
| | THIS REQUIREMENT. |
| | NOTE: ANY POOL OR A/C EQUIPMENT (ELEC) |
| | SHALL HAVE THE MINIMUM FINISH SLAB |
| | HEIGTH OF 7'-6". |
| | |
| | 2)PLANS SUBMITTED AFTER FEB. 28/2002 |
| | SHALL BE DESIGNED TO THE 2001 FLORIDA |
| | BUILDING CODE. S-201 INDICATES THAT THE |
| | PLANS WERE DESIGNED UNDER THE 2001 STAND |
| | ARD BUILDING CODE @ 110 MPH. |
| | |
| | 3)FIGURE 1606 WIND-BORNE DEBRIS |
| | REGION; INDICATES THAT W.P.B. CITY OF IS |
| | LOCATED IN THE 140 MPH ZONE. PLANS ARE |
| | TO INDICATE THIS. |
| | |
| | 4)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 5)FL BLDG 1909.3 (EXEPTION# 2) |
| | CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| | W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| | FABRIC LOCATED IN THE MIDDLE TO THE |
| | UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| | PORTED BY APPROVED MATERIALS OR SUPPORTS |
| | AT SPACING NOT TO EXCEED 3 FT OR IN |
| | ACCORDANCE WITH MANUFACTURER'S SPEC. |
| | |
| | 5) FL BLD CODE 1606.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORT, SBCCI OR DADE COUNTY |
| | REPORT ARE ACCEPTED. |
| | WINDOWS SHALL REQUIRE STORM SHUTTERS |
| | SINCE WINDOW TESTING IS ONLY FOR WIND. |
| | ROOFING REPORT FOR SHINGLES SHALL ALSO |
| | BE REQUIRED. |
| | |
| | 6)1012.5 GROUP R-3 LANDING WIDTH SHALL |
| | BE NO LESS THAN THE DOOR WIDTH IT SERVES |
| | AND THE DEPTH SHALL BE NO LESS THAN 36" |
| | THE LANDING MAY BE ONE STEP LOWER THAN |
| | THE INSIDE FLOOR LEVEL BUT NOT MORE THAN |
| | 7" LOWER. |
| | |
| | 7) 1803.1.3 EXCAVATIONS FOR ANY PURPOSE |
| | SHALL NOT EXTEND WITHIN 1 FT OF THE |
| | ANGLE OF REPOSE OR NATURAL SLOPE OF SOIL |
| | UNDER ANY FOOTING OR FOUNDATION, UNLESS |
| | SUCH FOOTINGS OR FOUNDATION IS FIRST |
| | PROPERLY UNDERPINNED OR PROTECTED |
| | AGAINST SETTLEMENT. IF THE ADDITION IS |
| | STARTED BEFORE THE POOL THIS CONDITION |
| | SHALL OCCUR. |
| | |
| | 8) A-701 NOR S-202 GIVE HOW OFTEN THE |
| | GABLE END TRUSS SHOULD BE ANCHORED? |
| | |
| | 9) 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. |
| | |
| | ANY QUESTIONS PLEASE CALL, |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | DEPARTMENT OF CONSTRUCTION SERVICES |
| | CITY OF WEST PALM BEACH |
| | (561) 659-8096 EXT. 8412 |
