| Date |
Text |
| 2018-07-12 17:53:59 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC RESIDENTIAL SIXTH EDITION (2017) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) SUBMIT TWO SETS OF A DRAINAGE PLAN THAT COMPLIES |
| | 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. FBC 107.2.5 THE |
| | CONSTRUCTION DOCUMENTS SUBMITTED WITH THE APPLICATION |
| | FOR PERMIT SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING |
| | TO SCALE THE SIZE AND LOCATION OF NEW CONSTRUCTION AND |
| | EXISTING STRUCTURES ON THE SITE, DISTANCES FROM LOT |
| | LINES, THE ESTABLISHED STREET GRADES AND THE PROPOSED |
| | FINISHED GRADES AND, AS APPLICABLE, FLOOD HAZARD AREAS, |
| | FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT SHALL BE |
| | DRAWN IN ACCORDANCE WITH AN ACCURATE BOUNDARY LINE |
| | SURVEY. IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL |
| | SHOW CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND |
| | SIZE OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE |
| | TO REMAIN ON THE SITE OR PLOT. |
| | |
| | 2) THE WOOD FRAME STUCCO WALLS ARE REQUIRED TO COMPLY |
| | WITH FBC-R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE |
| | MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM |
| | C1063 AND THE PROVISIONS OF THIS CODE. |
| | |
| | 2A) FBC-R703.7.2.1 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 C926. THE WEEP SCREED SHALL BE |
| | PLACED NOT LESS THAN 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. |
| | |
| | 2B) FBC-R703.7.3 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 |
| | R703.4) INTENDED TO DRAIN TO THE WATER-RESISTIVE |
| | BARRIER IS DIRECTED BETWEEN THE LAYERS. |
| | |
| | 3C) TABLE FBC-R702.1(1) REQUIRES EXTERIOR CEMENT |
| | PLASTER ON WIRE LATH TO HAVE A MINIMUM THICKNESS OF 7/8 |
| | INCH. |
| | |
| | 4) 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 EACH OF THE DIFFERENT |
| | ROOFING MATERIALS, WINDOW/GLASS TYPES, STRUCTURAL |
| | MULLIONS AND EXTERIOR DOOR TYPES. |
| | 4A) THE PRODUCT APPROVALS HAVE NOT BEEN APPROVED AND |
| | ACCEPTED IN WRITING BY THE DOR. |
| | 4B) THE FLORIDA PRODUCT APPROVAL DRAWINGS THAT WERE |
| | SUBMITTED ARE REQUIRED TO HAVE THE COVERSHEETS WITH THE |
| | FL NUMBERS THAT LIST THE DRAWING NUMBERS. |
| | 4C) THE PRODUCT APPROVALS FOR THE IMPACT RATED GLASS |
| | BLOCK, FIXED WINDOWS, STRUCTURAL MULLIONS AND |
| | HORIZONTAL ROLLING WINDOWS WERE NOT SUBMITTED. |
| | 4D) THE SPECIFIC ITEMS THAT YOU ARE PROPOSING TO BE |
| | INSTALLED AND THEIR DESIGN PRESSURES NEED TO BE MARKED |
| | ON THE PRODUCT APPROVAL SUBMITTALS. THERE ARE SEVERAL |
| | DIFFERENT TYPES OF THE ITEMS LISTED IN THE PRODUCT |
| | APPROVALS. |
| | |
| | 5) THE PRODUCT APPROVAL FOR THE SINGLE HUNG WINDOW (NOA |
| | NO. 15-0602.06) IS SUPERSEDED BY NOA NO. 18-0124.06. |
| | SUBMIT THE CURRENT ONE. |
| | |
| | 6) THE PLANS SPECIFY AN OVERHEAD GARAGE DOOR THAT IS 8' |
| | IN HEIGHT AND THE PRODUCT APPROVALS ARE FOR AN 8' HIGH |
| | DOOR. IN THE SUBMITTAL DOCUMENTS, THERE IS WHAT APPEARS |
| | TO BE A HOME DEPOT ORDER FORM FOR A 7' HIGH GARAGE |
| | OVERHEAD DOOR. PLEASE CLARIFY. |
| | |
| | 7) THERE ARE PRODUCT APPROVALS FOR TWO DIFFERENT GARAGE |
| | DOORS HAVING DIFFERENT DESIGN PRESSURES WITH THE |
| | SUBMITTAL DOCUMENTS. MARK AS VOID OR REMOVE FROM THE |
| | PERMIT DOCUMENTS THE ONE THAT WILL NOT BE USED. |
| | |
| | 8) 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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