| Date |
Text |
| 2017-07-12 19:00:51 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 2ND REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) FBC-R 301.2.1 - PROVIDE WIND DESIGN CRITERIA ON THE |
| | PLANS, WHICH INCLUDES THE WINDSPEED AND THE EXPOSURE |
| | CATEGORY. |
| | |
| | 2) THE NEW MASTER BEDROOM WINDOWS DO NOT COMPLY WITH |
| | EMERGENCY ESCAPE AND RESCUE OPENING REQUIREMENTS. |
| | FBC-R310 |
| | |
| | 3) SHOW COMPLIANCE WITH EGRESS REQUIREMENTS. FBC-R310.1 |
| | EMERGENCY ESCAPE AND RESCUE REQUIRED. |
| | BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM |
| | SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND |
| | RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE |
| | SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS |
| | SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE |
| | EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY |
| | SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES |
| | (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING |
| | A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES |
| | AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS |
| | PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD |
| | ENCLOSURE SHALL COMPLY WITH SECTION R310.3. THE NET |
| | CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL |
| | BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY |
| | ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY |
| | ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT |
| | BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED |
| | WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. |
| | EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN |
| | DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT |
| | OPENS TO A PUBLIC WAY. |
| | |
| | FBC-R310.1.1 MINIMUM OPENING AREA. |
| | ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A |
| | MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.530 |
| | M2). |
| | EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM |
| | NET CLEAR OPENING OF 5 SQUARE FEET (0.465 M2). |
| | |
| | FBC-R310.1.2 MINIMUM OPENING HEIGHT. |
| | THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES |
| | (610 MM). |
| | |
| | FBC-R310.1.3 MINIMUM OPENING WIDTH. |
| | THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES |
| | (508 MM). |
| | |
| | 4) SHOW THE ATTACHMENT OF THE 2 X 8 HEADERS TO THE 4 X |
| | 4 POSTS AT THE FRONT PORCH. FBC-R 301.1 |
| | |
| | 5) SPECIFY THE SLOPE OF THE FRONT PORCH ROOF ON THE |
| | PLANS. FBC 107.2.1 |
| | |
| | 6) THE WRONG EDITION (1995) OF ACI 318 IS LISTED ON |
| | SHEET S1.0 OF THE PLANS. THE 2014 FBC REFERENCES THE |
| | 2011 EDITION OF ACI. FBC-R CHAPTER 46 |
| | |
| | 7) SHOW COMPLIANCE WITH FBC - R806.1 VENTILATION |
| | REQUIRED. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES |
| | FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE |
| | UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION |
| | FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS |
| | PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. |
| | VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF |
| | 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH (6.4 MM) |
| | MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION |
| | LARGER THAN 1/4 INCH (6.4 MM) SHALL BE PROVIDED WITH |
| | CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE |
| | CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST |
| | DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 INCH |
| | (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS |
| | SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.1.8. |
| | REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO |
| | THE OUTSIDE AIR. |
| | |
| | 8) DETAIL NUMBER 7 ON SHEET A5.0 SHOWS THE EXTERIOR |
| | STUCCO EXTENDING BELOW GRADE. THIS IS NOT ALLOWED BY |
| | FBC- R703.6.2 PLASTER. ON WOOD-FRAME CONSTRUCTION WITH |
| | AN ON-GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL |
| | BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER |
| | AND SCREED. R703.6.2.1 WEEP SCREEDS. A MINIMUM |
| | 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), |
| | CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, |
| | WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 |
| | INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE |
| | FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN |
| | ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE |
| | PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH |
| | OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A |
| | TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE |
| | EXTERIOR OF THE BUILDING. THE WEATHER-RESISTANT BARRIER |
| | SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH |
| | SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF |
| | THE WEEP SCREED. |
| | |
| | 9) SHOW COMPLIANCE WITH R703.6.3 WATER-RESISTIVE |
| | BARRIERS. |
| | WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED |
| | IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED |
| | SHEATHING, SHALL INCLUDE A WATER-RESISTIVE |
| | VAPOR-PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST |
| | EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE |
| | INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH |
| | THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE |
| | AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION |
| | R703.8) INTENDED TO DRAIN TO THE WATER-RESISTIVE |
| | BARRIER IS DIRECTED BETWEEN THE LAYERS. |
| | EXCEPTION: WHERE THE WATER-RESISTIVE BARRIER THAT IS |
| | APPLIED OVER WOOD-BASED SHEATHING HAS A WATER |
| | RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE |
| | GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN |
| | INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR |
| | DESIGNED DRAINAGE SPACE. |
| | |
| | 10) FBC-R704 INSPECTION FOR TERMITES |
| | IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| | INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| | AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6 INCHES (152 MM). |
| | EXCEPTIONS: |
| | 1. PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN |
| | 5/8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE |
| | MASONRY FOUNDATION SIDEWALL. |
| | 2. ACCESS OR VEHICLE RAMPS WHICH RISE TO THE INTERIOR |
| | FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH RAMPS |
| | ONLY. |
| | 3. A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO AND |
| | GARAGE SLABS AND ENTRY AREAS. |
| | 4. IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, THE |
| | FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR FINISH |
| | FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. |
| | 5. MASONRY VENEERS CONSTRUCTED IN ACCORDANCE WITH |
| | SECTION R318.4. |
| | |
| | |
| | 11) PROVIDE SCUPPER AND OVER SCUPPER SIZING |
| | CALCULATIONS. FBC-R903.4 & R903.4.1 |
| | |
| | 12) SHOW COMPLIANCE WITH FBC - R903.4.1 OVERFLOW DRAINS |
| | AND SCUPPERS. |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| | OVERFLOW DRAINS SHALL DISCHARGE TO AN APPROVED LOCATION |
| | AND SHALL NOT BE CONNECTED TO ROOF DRAIN LINES. |
| | |
| | 13) THE PLANS SPECIFY OUTSWING EXTERIOR DOORS AND THE |
| | PRODUCT APPROVALS THAT WERE SUBMITTED ARE FOR INSWING |
| | DOORS. SUBMIT THE CORRECT PRODUCT APPROVALS. FBC |
| | 107.3.4 |
| | |
| | 14) SUBMIT TWO SETS OF SIGNED AND SEALED RAS 117 |
| | CALCULATIONS FOR ENHANCED FASTENING AT THE CORNER AND |
| | PERIMETER AREAS AS REQUIRED BY LIMITATION NUMBER 7 ON |
| | THE BUR PRODUCT APPROVAL (NOA NO. 16-0425.02). FBC |
| | 107.2.1 |
| | |
| | 15) SPECIFY THE METHOD OF ATTACHMENT THAT WILL BE USED |
| | TO INSTALL THE CLAY ROOF TILE. IF A TILE ADHESIVE WILL |
| | BE USED, SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR |
| | IT. FBC 107.3.4 |
| | |
| | 16) PROVIDE AN ACCURATE VALUE FOR THE PROPOSED WORK. |
| | THE VALUE OF $10,000.00 SPECIFIED ON THE APPLICATION IS |
| | THE ARCHITECT'S FEES BASED ON THE DOCUMENTS THAT WERE |
| | SUBMITTED. FBC 109.3 BUILDING PERMIT VALUATION. FOR |
| | PERMITTING PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS |
| | SHALL BE TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL, |
| | ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH, |
| | RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN FEES, |
| | MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING ONLY |
| | LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE LATEST |
| | PUBLISHED DATA OF NATIONAL CONSTRUCTION COST ANALYSIS |
| | SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY |
| | INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT |
| | VALUATION SHALL BE SET BY THE BUILDING OFFICIAL. |
| | |
| | 17) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
| | |
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