| Date |
Text |
| 2016-08-19 16:25:21 | 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) THE PROPOSED ADDITION AND REMODEL IS A SUBSTANTIAL |
| | IMPROVEMENT TO A PRE-FIRM (CONSTRUCTED IN 1924) SINGLE |
| | FAMILY DWELLING LOCATED IN A SPECIAL FLOOD HAZARD AREA |
| | (A5 BFE 7' ). THE EXISTING STRUCTURE IS REQUIRED HAVE |
| | THE LOWEST FLOOR ELEVATED TO SIX INCHES ABOVE THE BASE |
| | FLOOD ELEVATION WHICH IS 7 FEET AT THIS LOCATION. |
| | THEREFORE, THE LOWEST FLOOR IS REQUIRED TO BE 7'6" |
| | ABOVE BASE FLOOD ELEVATION.THE CITY'S FLOOD ORDINANCE |
| | ARTICLE XVII - FLOOD PREVENTION AND CONTROL SEC. 94-546 |
| | - PROVISIONS FOR FLOOD HAZARD REDUCTION. |
| | (A) AREAS OF SPECIAL FLOOD HAZARD GENERALLY. IN ALL |
| | AREAS OF SPECIAL FLOOD HAZARD, THE FOLLOWING PROVISIONS |
| | ARE REQUIRED: |
| | (1) ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS |
| | SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR |
| | LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE |
| | CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT |
| | RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT |
| | MINIMIZE FLOOD DAMAGE. |
| | (2) ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS AND |
| | SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE |
| | OR ELIMINATE INFILTRATION OF FLOOD WATERS INTO THE |
| | SYSTEMS AND DISCHARGES FROM THE SYSTEMS INTO FLOOD |
| | WATERS; ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED |
| | TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THEM |
| | DURING FLOODING. |
| | (3) ANY ALTERATION, REPAIR, RECONSTRUCTION OR |
| | IMPROVEMENTS TO A STRUCTURE ON WHICH THE START OF |
| | CONSTRUCTION WAS BEGUN AFTER MARCH 1, 1979, SHALL MEET |
| | THE REQUIREMENTS OF NEW CONSTRUCTION AS CONTAINED IN |
| | THIS ARTICLE. |
| | (B)AREAS OF SPECIAL FLOOD HAZARD WITH BASE FLOOD |
| | ELEVATION PROVIDED. IN ALL AREAS OF SPECIAL FLOOD |
| | HAZARD WHERE BASE FLOOD ELEVATION DATA HAS BEEN |
| | PROVIDED AS SET FORTH IN THIS ARTICLE, THE FOLLOWING |
| | PROVISIONS ARE REQUIRED: |
| | (1) RESIDENTIAL CONSTRUCTION. ALL NEW CONSTRUCTION OR |
| | SUBSTANTIAL IMPROVEMENT OF ANY EXISTING RESIDENTIAL |
| | STRUCTURE SHALL HAVE THE LOWEST FLOOR, INCLUDING |
| | BASEMENT, ELEVATED TO SIX INCHES ABOVE THE BASE FLOOD |
| | ELEVATION. |
| | SUBSTANTIAL IMPROVEMENT MEANS ANY COMBINATION OF |
| | REPAIRS, RECONSTRUCTION, ALTERATION, OR IMPROVEMENTS TO |
| | A STRUCTURE, TAKING PLACE DURING THE LIFE OF A |
| | STRUCTURE, IN WHICH THE CUMULATIVE COST EQUALS OR |
| | EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE |
| | STRUCTURE. THE MARKET VALUE OF THE STRUCTURE SHOULD BE |
| | THE APPRAISED VALUE OF THE STRUCTURE PRIOR TO THE START |
| | OF THE INITIAL REPAIR OR IMPROVEMENT, OR IN THE CASE OF |
| | DAMAGE, THE VALUE OF THE STRUCTURE PRIOR TO THE DAMAGE |
| | OCCURRING. FOR THE PURPOSES OF THIS DEFINITION, |
| | "SUBSTANTIAL IMPROVEMENT" IS CONSIDERED TO OCCUR WHEN |
| | THE FIRST ALTERATION OF ANY WALL, CEILING, FLOOR, OR |
| | OTHER STRUCTURAL PART OF THE BUILDING COMMENCES, |
| | WHETHER OR NOT THAT ALTERATION AFFECTS THE EXTERNAL |
| | DIMENSIONS OF THE STRUCTURE. THE TERM "SUBSTANTIAL |
| | IMPROVEMENT" DOES NOT, HOWEVER, INCLUDE ANY IMPROVEMENT |
| | OF A STRUCTURE TO COMPLY WITH EXISTING HEALTH, |
| | SANITARY, OR SAFETY CODES WHICH ARE SOLELY NECESSARY TO |
| | ENSURE SAFE LIVING CONDITIONS. |
| | |
| | 2) SPECIFY THE FINISH FLOOR ELEVATIONS OF THE HOUSE AND |
| | THE GARAGE ON THE PLANS. FBC 107.2.1 |
| | |
| | 3) THE ENERGY CODE COMPLIANCE FORMS ARE REQUIRED TO BE |
| | SIGNED AND DATED BY THE OWNER/AGENT. FBC ENERGY |
| | CONSERVATION SECT. R103.1.1.2 |
| | |
| | 4) THE WIND PRESSURES FOR THE FLAT ROOF ARE NOT |
| | SPECIFIED ON SHEET CS-1 AND THE WALL PRESSURES ARE A |
| | LITTLE LOW FOR EXPOSURE "D". SUBMIT THE CALCULATIONS |
| | THAT WERE USED TO DETERMINE THE WALL PRESSURES. FBC |
| | 107.2.1 |
| | |
| | 5) THE AREA TABULATIONS ON SHEET SP-1 ARE MISSING OR |
| | ILLEGIBLE. PLEASE CORRECT. FBC 107.2.1 |
| | |
| | 6) GENERAL NOTE 1 ON CS-1 REFERENCES THE WRONG EDITIONS |
| | OF THE FLORIDA FIRE PREVENTION CODE AND NFPA 101. PER |
| | FBCR CHAPTER 46, THE REFERENCED EDITIONS ARE THE 2014 |
| | FFPC AND THE 2012 NFPA 101. |
| | |
| | 7) SPECIFY THE REQUIRED LIVE LOADS ON THE PLANS FOR THE |
| | GUARDS AND GUARD IN-FILL COMPONENTS AT THE BALCONY AND |
| | ROOF DECK PATIO. FBCR 301.5 AND TABLE R301.5 SHOP |
| | DRAWINGS ARE REQUIRED TO BE SUBMITTED FOR REVIEW AND |
| | APPROVAL BEFORE INSTALLATION. |
| | |
| | 8) SHOW COMPLIANCE WITH FBCR312.1.3 OPENING |
| | LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS |
| | FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT |
| | WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN |
| | DIAMETER. |
| | |
| | 9) SHOP DRAWINGS FOR THE SPIRAL STAIR CASE ARE REQUIRED |
| | TO BE SUBMITTED FOR REVIEW AND APPROVAL BEFORE |
| | INSTALLATION. FBC 107.2.1 |
| | |
| | 10) THE WINDOWS THAT ARE MARKED "D" ON THE SECOND FLOOR |
| | PLAN IS NOT SHOWN IN THE WINDOW SCHEDULE ON A-1.1. FBC |
| | 107.2.1 |
| | |
| | 11) ON SHEET A-5 AWNING WINDOWS ARE SPECIFIED ON THE |
| | SECOND FLOOR OF THE PROPOSED WEST ELEVATION. THE FLOOR |
| | PLAN AND WINDOW SCHEDULE ON A-1.1 LISTS FIXED WINDOWS |
| | FOR THESE WINDOWS MARKED "A". |
| | |
| | 12) SHEET CS-1 SPECIFIES EXPOSURE "D" AND SHEET S-1 |
| | SPECIFIES EXPOSURE "C". THIS PROJECT IS WITHIN 600 FEET |
| | OF THE INTER-COASTAL WATERWAY AND IS EXPOSURE "D". FBCR |
| | 301.2.1.4.3 |
| | |
| | 13) SHOW COMPLIANCE WITH FBCR 310.1 EMERGENCY ESCAPE |
| | AND RESCUE REQUIRED. BASEMENTS, HABITABLE ATTICS AND |
| | EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE |
| | EMERGENCY ESCAPE AND RESCUE OPENING. |
| | |
| | 14) 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. |
| | |
| | 15) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS |
| | FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3 |
| | 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 FOLLOWING: THE AWNING WINDOWS, THE DIFFERENT |
| | ROOFING MATERIALS FOR THE SLOPED AND FLAT ROOFS, THE |
| | WATER PROOFING FOR THE BALCONY AREA AND THE PAVER |
| | SYSTEM THAT IS PROPOSED FOR THE ROOF TOP PATIO. |
| | |
| | 16) THE SLIDING GLASS DOORS REQUIRE IMPACT PROTECTION |
| | PER THE PRODUCT APPROVAL (NOA NO.11-1018.20). FBC - R |
| | 301.2.1.2 SUBMIT TWO COPIES OF AN INSTALLATION SCHEDULE |
| | AND KEY PLAN FOR THE STORM PANELS. SPECIFY THE OPENING |
| | SIZE, THE WIND PRESSURES, TYPE OF ANCHOR, ANCHOR |
| | SPACING, EDGE DISTANCE, PANEL LENGTH, PANEL SPAN, |
| | SEPARATION DISTANCE FROM PANEL TO GLASS AND THE |
| | APPLICABLE SECTION NUMBER FROM THE INSTALLATION |
| | DRAWINGS. I HAVE INCLUDED A LINK TO THE CONSTRUCTION |
| | SERVICES DEPARTMENT SITE THAT HAS MANY OF THE RELATED |
| | FORMS INCLUDING THE SCHEDULE FOR INSTALLATION OF |
| | OPENING PROTECTIVE DEVICES. |
| | HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/ |
| | |
| | 17) PROVIDE THE FLORIDA PRODUCT APPROVAL NUMBER FOR THE |
| | AMARR SECTIONAL GARAGE DOOR. DCA RULE 9N-3 |
| | |
| | 18) 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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