| Date |
Text |
| 2002-09-11 00:00:00 | BUILDING PLAN REVIEW |
| | *******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) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3)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. |
| | |
| | 4) ACTIVE LEAF OF FRONT EGRESS DOOR IS |
| | REQUIRED TO PROVIDE A CLEAR OPENING OF |
| | NOT LESS THAN 32"WIDE. FBC1012.1.1, |
| | 1012.1.7 & 1012.1.8 |
| | |
| | 5) PROVIDE MANUFACTURER'S SPECIFICATIONS |
| | AND LISTING INFORMATION FOR BBQ. |
| | |
| | 6) SPECIFY THE SIZE OF THE ATTIC ACCESS |
| | OPENING ON THE PLANS. |
| | |
| | 7) THE 14" FOOTING DEPTH INDICATED IN |
| | THE FOUNDATION SCHEDULE ON A2 IS NOT |
| | ADEQUATE. THE 2001 FBC REQUIRES THE |
| | BOTTOM OF FOOTINGS TO BE A MINIMUM A 12" |
| | BELOW GRADE AND THE CITY AMENDMENTS TO |
| | THE FBC REQUIRE FINISH FLOOR TO BE A |
| | MINIMUM OF 4" ABOVE GRADE AT HABITABLE |
| | AREAS. FBC 1804.1.3 AND CITY AMENDMENTS |
| | 1804.1.7. PLEASE REVISE. |
| | |
| | 8) THE FOUNDATION TYPE IS NOT SPECIFIED |
| | AT THE INTERIOR GARAGE WALL AND THE |
| | SHOWER FOR BATH #5. |
| | |
| | 9) SPECIFY THE LENGTH/EMBEDMENT OF THE |
| | 1/2" ANCHOR BOLTS FOR THE STEEL COLUMNS |
| | ON A6. |
| | |
| | 10) PROVIDE A SECTION DETAIL OF THE |
| | FRONT ENTRY AREA. |
| | |
| | 11) SPECIFY THE LENGTH/EMBEDMENT OF THE |
| | 3/8" BOLTS, ATTACHING THE BUCKS FOR THE |
| | GARAGE DOOR ON DETAIL C ON A2. |
| | |
| | 12) INDICATE THE CONNECTORS FOR THE TOP |
| | AND BOTTOM OF THE 4X4 WOOD POST. |
| | |
| | 13) THE ROOF FRAMING PLAN LISTS AN A2 |
| | ANCHOR FOR THE TRUSSES BETWEEN GARAGE |
| | AND FRONT ENTRY. THE UPLIFTS ON THE PLAN |
| | EXCEEDS THE VALUES FROM THE TRUSS ANCHOR |
| | SCHEDULE ON A3. PLEASE CORRECT. |
| | |
| | 14) THE UPLIFT CAPACITIES OF THE ANCHORS |
| | LISTED FOR TRUSS ANCHORS D AND E ON A3 |
| | CONTAIN ERRORS. THE RT24T WITH (18) 16D |
| | NAILS HAS UPLIFT VALUE OF 1565# AND THE |
| | TAPR216 WITH (11) 16D NAILS HAS AN |
| | UPLIFT VALUE OF 1485#. THERE IS ALSO A |
| | REDUCED VALUE WHEN USING MULTIPLE STRAPS |
| | INSTALLED CLOSER THAN 8" CENTER TO |
| | CENTER. SEE 2001 USP CATALOG. PLEASE |
| | REVISE. |
| | |
| | 15) THE CONDITIONED SPACE SQUARE FOOTAGE |
| | ON THE ENERGY CALCS. IS DIFFERENT FROM |
| | THE LIVING AREA LISTED ON THE PLANS. |
| | PLEASE CORRECT. |
| | |
| | 16) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - SLIDING GLASS DOORS (THE ONE SUBMITTED |
| | IS FOR AN OXXO CONFIGURATION AND AN OXO |
| | CONFIG. IS INDICATED ON PLANS) |
| | - HORIZONTAL SLIDING WINDOWS (EXPIRED ON |
| | 5-20-02 THE CONFIGURATION IS XO AND PLAN |
| | IS DIFFERENT, WIDTH OF WINDOW ON PLAN |
| | EXCEEDS PROD. APP.) |
| | - SERIES PW 701 FIXED WINDOW (EXPIRED ON |
| | 5-20-02 AND SEVERAL FIXED GLASS WINDOWS |
| | ON PLAN EXCEED THE SIZE LIMITS OF PROD. |
| | APP.) |
| | - OVAL FIXED GLASS WINDOWS |
| | - ARCHED TOP FIXED GLASS WINDOWS |
| | - DOUBLE FRENCH DOOR WITH SIDELITES |
| | - GLASS BLOCK [ GLASS BLOCK AT MASTER |
| | BATH IS IN A HAZARDOUS LOCATION AND A |
| | MINIMUM UNIFORM FACE THICKNESS OF 0.25 |
| | INCH IS REQUIRED PER FBC 2405.2.2(5)] |
| | |
| | 17) SAFETY GLAZING IS REQUIRED IN FIXED |
| | AND OPERABLE PANELS WITH INDIVIDUAL |
| | PANES GREATER THAN 9 SQ FT, BOTTOM EDGE |
| | LESS THAN 18" ABOVE THE FLOOR, TOP EDGE |
| | GREATER THAN 36" ABOVE THE FLOOR AND |
| | WITHIN 36" OF A WALKING SURFACE PER |
| | FBC 2405.2.1(4). PLEASE INDICATE ON THE |
| | PLANS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
