| Date |
Text |
| 2003-02-14 00:00:00 | BUILDING DENIED |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) CONSTRUCTION IS TYPE VI UNPROTECTED. |
| | PLEASE CORRECT COVER SHEET. |
| | |
| | 3) PROVIDE A CURRENT SIGNED AND SEALED |
| | SURVEY. |
| | |
| | 4) FBC 2304.1.2 REQUIRES THE SOIL TO BE |
| | TREATED FOR TERMITES. PLEASE INDICATE ON |
| | PLANS. |
| | |
| | 5) SPECIFY THE DEPTH/THICKNESS OF THE |
| | EXTERIOR FOOTING. |
| | |
| | 6) INDICATE LOCATIONS AND MATERIALS FOR |
| | THE DRAFTSTOPPING IN THE ATTIC REQUIRED |
| | BY FBC 2305.2.3. |
| | |
| | 7) INDICATE FIREBLOCKING ON SECTIONS AND |
| | DETAILS AT CONCEALED SPACES AND WHERE |
| | REQUIRED BY FBC 705.3 AND 2305.1. |
| | INCLUDING THE STAIRS, FIREPLACE AND |
| | CHIMNEYS. |
| | |
| | 8) INDICATE DRAFTSTOPPING LOCATIONS IN |
| | THE FLOOR/CEILING ASSEMBLIES AS REQUIRED |
| | BY FBC 2305.2.2. |
| | |
| | 9) INDICATE ADEQUATE ATTIC VENTILATION |
| | AS REQUIRED BY FBC 2309.7. |
| | |
| | 10) THE ONE HOUR RATED WALLS PROVIDING |
| | TENANT SEPARATION ARE REQUIRED TO BE |
| | CONTINOUS TO THE EXTERIOR OF THE |
| | EXISTING WALLS. |
| | |
| | 11)THE ONE HOUR SEPARATION AT THE FLOOR/ |
| | CEILING ASSEMBLY IS REQUIRED TO EXTEND |
| | TO THE EXTERIOR OF THE EXISTING WALLS. |
| | |
| | 12) FIREPLACE/CHIMNEY IS NOT INDICATED |
| | ON THE FLOOR PLAN. INDICATE IF IT IS TO |
| | BE FUNCTIONING OR ABANDONDED. |
| | |
| | 13) ONE MEANS OF EGRESS IS REQUIRED |
| | FROM EACH APARTMENT BY FBC 1004.1.2. |
| | THE MINIMUM CLEAR OPENING OF THE EXIT |
| | DOOR IS REQUIRED TO BE 32 INCHES PER |
| | FBC 1012 AND TABLE 1004. THE EXIT DOORS |
| | AT THE ONE HOUR FIRE RATED ENCLOSED |
| | STAIRS FROM THE UPSTAIRS APTS. WILL |
| | HAVE TO BE INCREASED TO 3 FT. DOORS. |
| | THE BUILDING OFFICIAL HAS AGREED TO |
| | ALLOW THE DOORS TO SWING INTO THE STAIR |
| | ENCLOSURE RATHER THAN OPEN OR PROJECT |
| | UPON PUBLIC PROPERTY (SEE FBC 3203). THE |
| | OTHER OPTION IS TO HAVE EXTERIOR EXITWAY |
| | STAIRS, BUT THIS WILL BE MUCH MORE |
| | INVOLVED THAN THE OTHER SENARIO. ONE |
| | HOUR SEPARATION FROM THE INTERIOR OF THE |
| | BUILDING, ONE HOUR RATED WALL TO |
| | SEPARATE FROM ADJACENT PROPERTY, ETC. |
| | SEE FBC 1006.2 THROUGH 1006.2.6. |
| | |
| | 14) THE EXTERIOR DOORS ON THE SOUTH |
| | ELEVATION THAT OPEN INTO THE PUBLIC WAY |
| | ARE REQUIRED TO BE CHANGED TO SWING IN. |
| | SEE FBC 3203. |
| | |
| | 15) INDICATE THE POSITIVE AND NEGATIVE |
| | WINDLOADS FOR ALL EXTERIOR DOOR AND |
| | WINDOW OPENINGS. |
| | |
| | 16) PROVIDE A WINDOW IN THE SECOND STORY |
| | MASTER BEDROOM THAT COMPLIES WITH FBC |
| | 1005.4 FOR EMERGENCY ESCAPE AND RESCUE |
| | OPENINGS. |
| | |
| | 17) SPECIFY ON THE PLANS THE GUARDRAIL |
| | HEIGHT, SPACING OF INTERMEDIATE RAILS, |
| | BOTTOM RAIL, ETC. FOR THE EXTERIOR |
| | BALCONY AND STAIRS. SEE FBC 1015. |
| | |
| | 18) INDICATE THE FOUNDATION FOR THE |
| | EXTERIOR STAIRS, BALCONY AND ROOF. |
| | |
| | 19) THE INTERIOR STAIRS DO NOT COMPLY |
| | WITH FBC 1007.3. THE SUM OF TWO RISERS |
| | AND A TREAD (EXCLUSIVE OF NOSING) SHALL |
| | BE BETWEEN 24 AND 25 INCHES. PLEASE |
| | REVISE. |
| | |
| | 20) SPECIFY FIREBLOCKING AT ENCLOSED |
| | SPACES OF STAIRS AS REQUIRED BY FBC |
| | 2305.1.4(3). |
| | |
| | 21) THE BUCK DETAILS ON A-10 DO NOT |
| | CONCUR WITH THE REST OF THE PLANS WHICH |
| | INDICATE A METAL FRAME WALL INSIDE THE |
| | EXISTING WOOD FRAME AND STUCCO FACADE. |
| | PLEASE REVISE. SPECIFY THE SPACING OF |
| | THE FASTENERS USED TO ATTACH THE BUCKS |
| | TO THE STRUCTURE. |
| | |
| | 22) PLEASE CLARIFY IF THE BRACING |
| | BETWEEN THE NEW WALL AND THE FACADE IS |
| | TO BE LOCATED HORIZONTALLY AT EACH STUD |
| | 16"O.C. AND HOW WILL THEY BE LOCATED AT |
| | DOOR AND WINDOW OPENINGS. |
| | |
| | 23) SPECIFY THE FASTENERS AND CONNECTORS |
| | THAT WILL BE USED TO ATTACH AND SUPPORT |
| | THE 2X FLOOR JOISTS. PROVIDE DETAILS. |
| | |
| | 24) INDICATE LOCATIONS AND PROVIDE |
| | CONSTRUCTION DETAILS FOR SHEAR WALLS. |
| | |
| | 25)SPECIFY THE CONNECTIONS AND FASTENERS |
| | AT INTERIOR AND EXTERIOR BEARING WALLS. |
| | INDICATE THE CONNECTORS THAT WILL BE |
| | USED TO RESIST UPLIFT AND GRAVITY LOADS. |
| | |
| | 26) THE AREA OF WALL OPENINGS IN THE |
| | FIRST FLOOR OF THE NORTH WALL EXCEEDS |
| | THE PERCENT OF OPENINGS ALLOWED BY TABLE |
| | 600 OF THE FBC. THE AREA OF WALL IS |
| | TAKEN FROM FLOOR TO CEILING OF EACH |
| | FLOOR. THE PERCENT OF WALL AREA ALLOWED |
| | AS OPENINGS IS 20% FOR A WALL OVER 3 FT. |
| | TO 10 FT. FROM THE PROPERTY LINE. PLEASE |
| | COORDINATE WITH HISTORIC PRESERVATION |
| | DEPARTMENT. |
| | |
| | 27) THE ENERGY CALCULATIONS ARE REQUIRED |
| | TO BE SIGNED AND DATED BY THE OWNER/ |
| | AGENT. THE R-VALUES LISTED FOR THE |
| | EXTERIOR WALLS ARE INCORRECT. THE |
| | EXTERIOR WALLS ARE FRAME NOT CONCRETE. |
| | PLEASE CORRECT. |
| | |
| | 28) PROVIDE (2) PRODUCT APPROVALS, KEY |
| | PLANS AND INSTALLATION SCHEDULES |
| | INDICATING THE SPECIFIC TYPES OF ANCHORS |
| | TO BE USED FOR STORM PANELS. MISSLE |
| | IMPACT PROTECTION IS REQUIRED BY FBC |
| | 1606.1.4. |
| | |
| | 29) PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - EXTERIOR DOORS |
| | - SINGLE HUNG WINDOWS (A PRELIMINARY NOA |
| | WAS SUBMITTED) |
| | - ALL NEW EXTERIOR DOORS AND WINDOWS |
| | |
| | 30) BECAUSE THE STRUCTURE WAS BUILT AND |
| | OCCUPIED PRIOR TO MARCH 13, 1991, IT |
| | DOES NOT HAVE TO COMPLY WITH THE FEDERAL |
| | FAIR HOUSING ACT, UNLESS THE INTERIOR OF |
| | THE BUILDING INCLUDING ALL STRUCTURAL |
| | PORTIONS OF FLOORS AND CEILINGS IS |
| | REMOVED, AND A NEW BUILDING IS |
| | CONSTRUCTED BEHIND THE OLD FACADE. |
| | PLEASE INDICATE ON THE PLANS THE |
| | PORTIONS OF THE EXISTING STRUCTURE THAT |
| | ARE TO REMAIN. THE BUILDING OFFICIAL HAS |
| | REQUESTED THAT BACKING FOR GRAB BARS BE |
| | INSTALLED AT THE TOILETS AND BATHTUBS. |
| | PLEASE SHOW THIS ON PLANS. |
| | |
| | 31) THE VALUE OF THE WORK FOR THIS |
| | PROJECT IS LISTED AS $52,000.00 ON THE |
| | PERMIT APPLICATION. THIS AMOUNT IS MUCH |
| | TOO LOW. THE COST TO CONSTRUCT AN R-2 |
| | APARTMENT BUILDING OF TYPE VI |
| | UNPROTECTED CONSTRUCTION USING THE VALUE |
| | FROM SBCCI FOR AVERAGECONSTRUCTION |
| | WITH THE FLORIDA MULTIPLIER OF 1.04 IS |
| | $48.88 PER SQUARE FT. THE PLANS LIST THE |
| | SQUARE FOOTAGE AS 4640. THE TOTAL COST |
| | IS $226,803.20. YOUR COST WILL BE MINUS |
| | THE COST OF THE EXTERIOR FINISH AND THE |
| | ANY OTHER ITEMS THAT ARE EXISTING. |
| | PLEASE REVISE. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
