| 2002-10-31 00:00:00 | BUILDING 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) PROVIDE A COMPLETE SOIL TEST REPORT |
| | INDICATING SOIL PREP. RECOMMENDATIONS & |
| | SOIL BEARING CAPACITY. REPORT IS TO HAVE |
| | WET SIGNATURE, DATE AND EMBOSSED SEAL OF |
| | A FL SOIL ENGINEER. |
| | |
| | 4)PLEASE REVISE CONSTRUCTION TYPE LISTED |
| | ON A4 TO TYPE VI. |
| | |
| | 5) SPECIFY THAT THE WWM FOR THE SLAB |
| | SHALL BE SUPPORTED BY APPROVED MATERIALS |
| | OR SUPPORTS AT SPACING NOT TO EXCEED 3 |
| | FEET. SEE 2001 FBC SEC. 1909.3. |
| | |
| | 6)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. |
| | |
| | 7) SPECIFY ONE HOUR FIRE RATED GLASS |
| | BLOCK AT ZERO LOT LINE. REVISE GLASS |
| | BLOCK DETAIL TO SHOW FIRE RATED GLASS |
| | BLOCK ASSEMBLY. |
| | |
| | 8) PROVIDE A LINTEL SCHEDULE FOR THE |
| | 4X8 LINTEL ABOVE ENTRY DOOR AND 8X8 |
| | LINTELS ABOVE WINDOWS & GARAGE DOOR. |
| | |
| | 9) THE GLASS BLOCKS IN THE MASTER BATH |
| | ARE IN HAZARDOUS LOCATIONS AND MUST HAVE |
| | A MINIMUM UNIFORM FACE THICKNESS OF |
| | 0.25 INCH PER FBC 2405.2.2. SPECIFY THIS |
| | ON PLANS. |
| | |
| | 10) PROVIDE COMPLETE INFORMATION FOR THE |
| | 2" STEEL HEADER DETAIL. INDICATE THE |
| | WELD TYPE, THICKNESS OF STEEL, ETC. |
| | |
| | 11) PROVIDE CALCULATIONS WHICH INDICATE |
| | THAT THE REQUIRED NET FREE VENTILATING |
| | AREA WILL BE PROVIDED BY THE AREAS THAT |
| | DO NOT HAVE THE STYROFOAM TRIM. |
| | |
| | 12) SPECIFY THE SIZE OF THE WASHERS USED |
| | ON THE TAPCON FASTENERS FOR THE GARAGE |
| | DOOR BUCKS ON THE DETAIL ON A8. |
| | |
| | 13) REVISE THE SWING DOOR BUCK DETAIL ON |
| | A8 TO COMPLY WITH FBC 1707.4.4.2 WHICH |
| | REQUIRES THE 2X BUCK TO EXTEND BEYOND |
| | THE INTERIOR FACE OF THE DOOR FRAME. |
| | |
| | 14) PROVIDE A STRUCTURAL DETAIL OF THE |
| | BOLLARD/3" STEEL POST IN THE GARAGE. |
| | |
| | 15) SPECIFY ON THE PLANS THAT THE DOOR |
| | BETWEEN THE GARAGE AND CONDITIONED SPACE |
| | IS SOLID CORE AS REQUIRED BY CHAPTER 13 |
| | OF FBC. |
| | |
| | 16) PROVIDE (2) COPIES OF A KEY PLAN AND |
| | INSTALLATION SCHEDULE INDICATING THE |
| | SPECIFIC TYPE OF FASTENERS THAT ARE TO |
| | BE USED FOR THE STORM PANELS. INDICATE |
| | THE MOUNTING OPTIONS THAT WILL BE USED. |
| | THIS INFORMATION IS REQUIRED PRIOR TO |
| | PERMIT OR A SEPARATE PERMIT WITH |
| | ADDITIONAL FEES WILL BE REQUIRED. |
| | |
| | 17) THE PRODUCT APPROVAL FOR THE SLIDING |
| | GLASS DOORS IS MISSING PAGE 2 AND THE |
| | DRAWINGS HAVE THE WRONG ACCEPTANCE |
| | NUMBER. |
| | |
| | 18) PROVIDE SPECIFICATIONS FOR A ONE |
| | HOUR FIRE RATED GLASS BLOCK ASSEMBLY |
| | AND THE UL LISTING INFORMATION. |
| | |
| | 19) PRODUCT APPROVALS WERE SUBMITTED FOR |
| | GLASS BLOCK FROM TWO DIFFERENT MANUFACT- |
| | URERS. SUBMIT THE ONE THAT CORRESPONDS |
| | TO THE DETAILS ON THE PLANS, ALONG WITH |
| | FIRE RATING LISTING INFORMATION. |
| | |
| | 20) IN ORDER TO MEET THE WINDLOAD |
| | PRESSURES LISTED ON THE PLANS, THE FIXED |
| | GLASS ARCHED AND TRANSOM WINDOWS WILL |
| | HAVE TO BE 3/16" TEMPERED GLASS ACCORD- |
| | ING TO THE PRODUCT APPROVALS THAT WERE |
| | SUBMITTED. SPECIFY TEMPERED GLASS ON THE |
| | PLANS FOR THESE WINDOWS. |
| | |
| | 21) THE DESIGN PRESSURES LISTED ON THE |
| | PLANS FOR SOME OF THE SINGLE HUNG |
| | WINDOWS EXCEED THE DESIGN PRESSURES IN |
| | THE PRODUCT APPROVALS. SOME WILL REQUIRE |
| | TEMPERED GLASS TO COMPLY. |
| | |
| | 22) THE SITE SPECIFIC PRODUCT APPROVALS |
| | FOR THE SIDE SWINGING DOORS ARE REQUIRED |
| | TO BE SIGNED, SEALED AND DATED BY THE |
| | DESIGNER OF RECORD OF THE STRUCTURE. THE |
| | LOCATION OF THE STRUCTURE IS REQUIRED TO |
| | BE ON THE FORM. PROVIDE THE TEST REPORTS |
| | FOR LARGE MISSLE IMPACT AS REQUIRED BY |
| | GENERAL NOTE 7.5 ON THE FORM. |
| | |
| | 23) PROVIDE PRODUCT APPROVALS FOR |
| | STRUCTURAL MULLIONS AT WINDOWS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |