| Date |
Text |
| 2007-03-06 08:56:44 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2)SPECIFY THE DISTANCES TO OTHER STRUCTURES ON THE |
| | SITE PLAN. IF LESS THAN 6 FEET, SHOW COMPLIANCE WITH |
| | R302.1 EXTERIOR WALLS. |
| | EXTERIOR WALLS SEPARATED BY LESS THAN 6 FEET (1828 MM) |
| | SHALL HAVE NOT LESS THAN A ONE-HOUR FIRE-RESISTIVE |
| | RATING WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS SHALL |
| | NOT EXTEND TO A POINT CLOSER THAN 4 FEET (1220 MM) FROM |
| | AN ADJACENT PROJECTION OR WALL. |
| | |
| | 3) SHOW COMPLIANCE WITH R401.3 DRAINAGE. |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| | TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| | DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| | GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM |
| | OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 |
| | MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | |
| | 4) SUBMIT ENERGY CALCULATIONS AS REQUIRED BY FBC |
| | CHAPTER 13. |
| | |
| | 5) THE MEAN ROOF HEIGHT OF 15'-0", SPECIFIED ON THE |
| | TRUSS LAYOUT IS INCORRECT. THIS IS A TWO STORY |
| | STRUCTURE. ALSO SPECIFY THE 2002 EDITION OF ASCE7 ON |
| | THE LAYOUT. |
| | |
| | 6) THE DESIGN PARAMETERS ON SHEET 2 OF THE PLANS LISTS |
| | THE MINIMUM ROOF HEIGHT AS 23'-0". THIS APPEARS TO BE |
| | THE HEIGHT OF THE STRUCTURE. PLEASE SPECIFY THE MEAN |
| | ROOF HEIGHT ON THE PLANS (THE VERTICAL DISTANCE FROM |
| | GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF |
| | SURFACE.) |
| | |
| | 7) SHOW COMPLIANCE WITH R311.2.1 ATTACHMENT. REQUIRED |
| | EXTERIOR EXIT BALCONIES, STAIRS AND SIMILAR EXIT |
| | FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY |
| | STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES. |
| | SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF |
| | TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. PROVIDE A |
| | DETAIL SHOWING CONNECTORS. |
| | |
| | 8) SHOW COMPLIANCE WITH R311.5.3 STAIR TREADS AND |
| | RISERS. |
| | |
| | -R311.5.3.1 RISER HEIGHT. |
| | THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4" INCHES (196 |
| | MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN |
| | LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST |
| | RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT |
| | EXCEED THE SMALLEST BY MORE THAN 3 / 8 INCH (9.5 MM). |
| | |
| | -R311.5.3.2 TREAD DEPTH. |
| | THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES (254 MM). |
| | THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN |
| | THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF |
| | ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S |
| | LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY |
| | FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE |
| | THAN 3 / 8 INCH (9.5 MM). |
| | |
| | 9) SPECIFY THE SQUARE FOOT AREA OF THE TOTAL STRUCTURE |
| | AND PROVIDE A BREAKDOWN BY UNIT. |
| | |
| | 10) PROVIDE A SECTION AT THE REAR OF THE STRUCTURE |
| | WHERE THE 2ND FLOOR EXTENDS OVER THE 1ST FLOOR PORCH. |
| | |
| | 11) CLARIFY HOW THE 2ND FLOOR WALL IS CONNECTED TO THE |
| | 1ST FLOOR WALL AT THE BALCONY WALL SECTION ON SHEET 5. |
| | |
| | 12) SPECIFY THE CONNECTORS FOR THE 2 X 8 JOISTS TO THE |
| | 2 X 12 BEAM AT THE BALCONY. |
| | |
| | 13) THE BALCONY SECTION ON SHEET 5 HAS COLUMN |
| | CONNECTORS SPECIFIED FOR 4 X 4 WOOD COLUMNS AND THE |
| | FOUNDATION PLAN ON SHEET4 SPECIFIES 6 X 6 WOOD COLUMNS. |
| | PLEASE CLARIFY. |
| | |
| | 14) PLEASE REVIEW THE EXTERIOR WALL FRAMING SHOWN ON |
| | THE BALCONY SECTION ON SHEET 5. WHAT IS THE DOUBLE 2 X |
| | 8 BEAM FOR?JOISTS CAN BEAR ON TOP OF DOUBLE PLATE AT |
| | EXTERIOR WALL. |
| | |
| | 15) FBC R 803.2.3.1 ( 2006 AMENDMENTS)REQUIRES ROOF |
| | SHEATHING TO BE FASTENED WITH 8D RING SHANK NAILS. |
| | REVISE NOTES ON SHEET 5. |
| | |
| | 16) PLEASE CLARIFY WHY DUROCK IS BEING INSTALLED OVER |
| | THE 1ST FLOOR CONCRETE FLOOR SLAB, |
| | |
| | 17) SHOW COMPLIANCE WITH R301.2.1.2 INTERNAL PRESSURE. |
| | |
| | WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS |
| | REGIONS SHALL HAVE GLAZED OPENINGS PROTECTED FROM |
| | WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS |
| | A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE |
| | FLORIDA BUILDING CODE, BUILDING . GLAZED OPENING |
| | PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 |
| | AND OF ASTM E 1886, SSTD 12, ,OR TAS 201, 202 AND 203 |
| | REFERENCED THEREIN. |
| | |
| | 18) SUBMIT PRODUCT APPROVALS FOR THE ROOFING MATERIAL |
| | THAT WILL BE INSTALLED ON THE BALCONY. |
| | |
| | 19) THE PRODUCT APPROVALS SUBMITTED FOR THE GAF |
| | TIMBERLINE SELECT 40 SHINGLES HAS BEEN REVISED BY FL |
| | 183-R1 AND NOA 04-0305.04. SUBMIT NEW FL COVER SHEET |
| | AND NOA. |
| | |
| | 20) FL539-R0 HAS BEEN REVISED BY FL539-R1. SUBMIT NEW |
| | FL COVERSHEET FOR JELD-WEN DOORS. |
| | |
| | 21) THE PRODUCT APPROVAL SUBMITTED FOR THE JELD-WEN |
| | WINDOWS ARE NOT ACCEPTABLE. THE DESIGN WIND PRESSURES |
| | ARE NOT SPECIFIED AND THE IMPACT RESISTANCE IS NOT |
| | INDICATED. THE SIZES,GLASS TYPE AND THICKNESS IS NOT |
| | SPECIFIED. THIS INFORMATION IS REQUIRED. |
| | |
| | 22) THE VALUE OF THE WORK HAS BEEN INCREASED TO ADDRESS |
| | THE SCOPE OF WORK. |
| | |
| | 23) THE OWNER BUILDER EXEMPTION ALLOWED BY FS 489.103 |
| | (7) REQUIRES THE OWNERS OF THE PROPERTY WHEN ACTING AS |
| | THEIR OWN CONTRACTOR TO PROVIDE DIRECT ONSITE |
| | SUPERVISION THEMSELVES OF ALL WORK NOT PERFORMED BY |
| | LICENSED CONTRACTORS, WHEN BUILDING OR IMPROVING ONE OR |
| | TWO-FAMILY RESIDENCES FOR THE OCCUPANCY OR USE OF SUCH |
| | OWNERS AND NOT OFFERED FOR SALE OR LEASE. |
| | |
| | 24) THE APPLICANT'S NOTARIZED SIGNATURE IS REQUIRED ON |
| | THE BACK OF THE APPLICATION. |
| | |
| | 25) THE TRUSS CONNECTOR SCHEDULE HAS TWO NUMBER THREES |
| | ON IT. ONE OF THE CIRCLES IS MISSING THE CONNECTOR |
| | NUMBER ON THE ROOF FRAMING PLAN. PLEASE CORRECT. |
| | |
| | - ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
