| Date |
Text |
| 2018-01-17 07:43:21 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST 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) PROVIDE A SITE DRAINAGE PLAN THAT SHOWS COMPLIANCE |
| | WITH FBC-R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE |
| | DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED |
| | POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS |
| | SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE 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 |
| | CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE |
| | BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 |
| | PERCENT AWAY FROM THE BUILDING. |
| | |
| | 2) THE DESIGN WIND PRESSURES FOR THE ROOF AREAS ON |
| | SHEET A-1 ARE NOT CORRECT. BASED ON THE PLANS AND WIND |
| | DESIGN DATA THAT WAS PROVIDED, THE UPLIFT PRESSURES FOR |
| | THE FLAT ROOF ARE -37.9 PSF (ZONE1), -63.6 PSF (ZONE 2) |
| | AND -95.7 PSF (ZONE 3). FBC-R301.2.1 |
| | |
| | 3) THE DISTANCE TO THE PROPERTY LINE AT THE REAR IS |
| | LESS THAN 3 FEET. PER FBC-R TABLE R302.1(1), NO |
| | OPENINGS ARE ALLOWED IN WALLS LESS THAN 3 FEET FROM |
| | PROPERTY LINE. EXTERIOR WALLS AND THE UNDERSIDE OF |
| | PROJECTIONS THAT ARE LESS THAN 5 FEET ARE REQUIRED TO |
| | HAVE A ONE HOUR FIRE RATING. THESE ITEMS WILL NEED TO |
| | BE ADDRESSED WITHOUT THE UNITY OF TITLE. |
| | |
| | 4) SHOW COMPLIANCE WITH FBC-R314.3.1 ALTERATIONS, |
| | REPAIRS AND ADDITIONS. WHEN ALTERATIONS, REPAIRS OR |
| | ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE |
| | SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING |
| | DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE |
| | EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW |
| | DWELLINGS. |
| | |
| | 5) ALL DOORS AND WINDOWS THAT OPEN FROM THE NEW |
| | ADDITION TO THE POOL SHALL BE EQUIPPED WITH AN APPROVED |
| | EXIT ALARM OR OTHER MEANS OF A POOL BARRIER COMPLYING |
| | WITH FBC-R4501.17.1.9. |
| | |
| | 6) ALL METAL WINDOW AND DOOR FRAMES WITHIN 5 FEET OF |
| | THE INSIDE WALL OF THE POOL ARE REQUIRED TO BE BONDED. |
| | FBCR-E 4204.2(7) |
| | |
| | 7) THE POOL DECK IS REQUIRED TO SLOPE AWAY FROM THE |
| | POOL AND FBC-R401.3 REQUIRES IMPERVIOUS SURFACES TO BE |
| | SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. |
| | PROVISIONS SHALL BE MADE TO DRAIN THE WATER AWAY FROM |
| | THE POOL AS WELL AS THE STRUCTURE SIDEWALLS AND PREVENT |
| | IT FROM PONDING ON THE POOL DECK. A DECO DRAIN FOR THE |
| | POOL MAY BE USED. SHOW HOW THIS WILL BE ACCOMPLISHED ON |
| | THE PLANS. FBC 107.2.1 |
| | |
| | 8) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC |
| | 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE |
| | BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER |
| | OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH |
| | FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS |
| | AND MAXIMUM DESIGN PRESSURES FOR THE LARGE MISSILE |
| | RATED EXTERIOR FRENCH DOORS. |
| | |
| | 9) SUBMIT TWO COPIES OF SIGNED AND SEALED RAS 117 |
| | ENHANCED FASTENING CALCULATIONS AS REQUIRED BY |
| | LIMITATION NUMBER 7 ON PAGE 34 OF THE PRODUCT APPROVAL |
| | FOR THE POLYGLASS SELF-ADHERED ROOF SYSTEM NOA NO. |
| | 17-1004.09. FBC 107.2.1.3 |
| | |
| | 10) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
| | |
| | |
| | |
