| Date |
Text |
| 2001-10-25 00:00:00 | *************BUILDING UNSAT************* |
| | |
| | 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 (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - SINGLE HUNG WINDOWS |
| | - STRUCTURAL MULLIONS |
| | - EXTERIOR DOOR |
| | |
| | 3) PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. MISSLE |
| | IMPACT PROTECTION IS REQUIRED ON ALL |
| | EXTERIOR GLAZED OPENINGS AT ENCLOSED |
| | CARPORT. |
| | |
| | 4) INDICATE ON PLANS THAT BLOCKING WILL |
| | BE PROVIDED AT WINDOW OPENINGS TO |
| | PROVIDE ADEQUATE ATTACHMENT OF STORM |
| | PANELS. |
| | |
| | 5)SHEET 4 OF THE PLANS HAS AN ENGINEER'S |
| | TITLE BLOCK ON IT, THEREFORE, IT MUST |
| | BE SIGNED, SEALED AND DATED BY THE |
| | ENGINEER. |
| | |
| | 6) SHEET SHOWS 8" FROM FINISH GRADE TO |
| | THE BOTTOM OF THE FOOTING. THE BOTTOM OF |
| | THE FOOTIG MUST BE MINIMUM OF 12" BELOW |
| | FINISH GRADE. 97 SBC SEC.1804.1.3 |
| | PLEASE CORRECT. |
| | |
| | 7) THE BUILDING LINES FOR THE CARPORT |
| | SHOWN ON THE SURVEY DOES NOT MATCH THE |
| | PLANS. PLEASE CORRECT. NOTE: TWO (2) |
| | COPIES OF SURVEY ARE REQUIRED. |
| | |
| | 8) PROVIDE ENERGY CALCULATIONS AND |
| | EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| | AS REQUIRED BY THE 1997 FLORIDA ENERGY |
| | EFFICIENCY CODE FOR BUILDING |
| | CONSTRUCTION. |
| | |
| | 9) PROVIDE A DRAWING SHOWING THE REAR |
| | ELEVATION. |
| | |
| | 10) THE FOUNDATION PLAN INDICATES AN |
| | EXISTING 8" BLOCK WALL. THE FLOOR PLAN, |
| | ELEVATIONS AND WALL SECTION INDICATE |
| | WOOD FRAME AND STUCCO. PLEASE CLARIFY. |
| | |
| | 11) INDICATE METHOD AND FASTENERS THAT |
| | WILL BE USED TO ATTACH NEW WALLS TO |
| | EXISTING CONCRETE COLUMNS AND STRUCTURE. |
| | |
| | 12) INDICATE ON PLANS HOW NEW FOOTINGS |
| | WILL BE DOWELED INTO EXISTING FOOTINGS. |
| | |
| | 13) PROVIDE POSITIVE AND NEGATIVE |
| | PRESSURES FOR EXTERIOR DOOR. PROVIDE |
| | THE METHODS AND ASSUMPTIONS USED TO |
| | DETERMINE THE 29# PRESSURES LISTED FOR |
| | THE WINDOW OPENINGS THAT ARE GIVEN ON |
| | THE PLANS AND USED TO DETERMINE |
| | PRESSURES AT DOOR. |
| | |
| | 14) PROVIDE THE CALCULATIONS USED TO |
| | DETERMINE THE TOTAL AND LIVE LOADS GIVEN |
| | ON SHEET 4 (DESIGN LOAD ROOF). |
| | |
| | 15) PROVIDE THE DESIGN PARAMETERS AND |
| | ASSUMPTIONS USED TO DETERMINE THE 25 PSF |
| | UPLIFT GIVEN FOR THE ROOF ON SHEET 4. |
| | |
| | 16) PROVIDE THE SPECIES AND GRADE OF |
| | THE EXISTING 2X8 RAFTERS ON 24" CENTERS. |
| | THE RAFTERS ARE NOT CAPABLE OF SPANNING |
| | 16' WITH THE ADDED WEIGHT OF A DRYWALL |
| | CEILING. CHECK THE SPAN TABLES TO |
| | DETERMINE WHERE ADDITIONAL RAFTERS MAY |
| | BE REQUIRED. |
| | |
| | 17) THE STUCCO IS REQUIRED TO BE A TOTAL |
| | OF 7/8" THICK MINIMUM ON THE EXTERIOR |
| | WALLS PER 97 SBC SEC. 2504.2.1 AND |
| | ASTM C926. PLEASE CORRECT. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
