| 2007-07-17 18:28:06 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) THE ELEVATION CERTIFICATE THAT WAS SUBMITTED |
| | INDICATES THE FIRST FLOOR ELEVATION TO BE 7.3 FEET NGVD |
| | AND THE EQUIPMENT ELEVATION AS 7.1 NGVD. THIS DOES NOT |
| | MEET THE REQUIREMENTS OF THE CITY CODE WHICH REQUIRES |
| | AN ADDITIONAL 6 INCHES ABOVE THE BFE OF 7 FEET NGVD. |
| | SECTION 94-546 (B) (1) OF THE CITY CODE REQUIRES ALL |
| | NEW RESIDENTIAL CONSTRUCTION OR SUBSTANTIAL IMPROVEMENT |
| | OF ANY EXISTING RESIDENTIAL STRUCTURE TO HAVE THE |
| | LOWEST FLOOR, INCLUDING BASEMENT, ELEVATED TO SIX |
| | INCHES ABOVE BASE FLOOD ELEVATION.SUBSTANTIAL |
| | IMPROVEMENTMEANS 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. |
| | |
| | |
| | 3) THE ELEVATION CERTIFICATE THAT WAS SUBMITTED DOES |
| | NOT CONCUR WITH THE EXISTING FIRST FLOOR ELEVATION OF |
| | 7.7 FEET NGVD THAT IS SPECIFIED ON THE SITE PLAN. |
| | PLEASE CORRECT. |
| | |
| | 4) THE WINDMILL FOUNDATION IS REQUIRED TO BE DESIGNED |
| | TO COMPLY WITH THE 2004 FBC FOR 140 MPH WIND SPEED. THE |
| | SPECIFICATIONS AND DETAILS FOR THE COMPLETE WINDMILL |
| | INCLUDING THE TOWER, TURBINE, ETC. WITH WINDLOAD AND |
| | DEAD LOAD CALCULATIONS FROM A FLORIDA LICENSED ENGINEER |
| | IS REQUIRED. THE EQUIPMENT IS REQUIRED TO BE 6 INCHES |
| | ABOVE BASE FLOOD ELEVATION. |
| | |
| | 5) THE SUBSURFACE SOIL ENGINEER'S REPORT INDICATES THAT |
| | SUSTANTIAL SETTLEMENT WILL OCCUR DUE TO THE NEW LOADS |
| | FROM THE PROPOSED SECOND STORY AND DIFFERENTIAL |
| | SETTLEMENT IS TO BE EXPECTED. SUBMIT A SIGNED AND |
| | SEALED LETTER FROM THE DESIGNER OF RECORD STATING THAT |
| | THE ENGINEER'S REPORT HAS BEEN REVIEWED AND THE |
| | SETTLEMENT IS ACCEPTABLE OR SUBMIT DOCUMENTATION |
| | SPECIFYING WHAT METHODS WILL BE EMPLOYED TO IMPROVE THE |
| | SOIL. |
| | |
| | 6) THE STRUCTURE IS LOCATED IN EXPOSURE C, HOWEVER, THE |
| | WIND LOAD PRESSURES FOR THE WINDOWS, DOORS AND ROOF ARE |
| | FROM TABLE R301.2(2) FOR EXPOSURE B AND ARE TOO LOW. |
| | USE THE ADJUSTMENT COEFFICENTS IN TABLE R301.2(3) FOR |
| | EXPOSURE C WITH MEAN ROOF HEIGHT OF 28 FEET TO INCREASE |
| | THE PRESSURES. |
| | |
| | 7)R1002.1 FACTORY-BUILT CHIMNEYS |
| | FACTORY BUILT CHIMNEYS SHALL BE LISTED |
| | AND SHALL BE INSTALLED IN ACCORDANCE |
| | WITH THE CONDITIONS OF THE LISTING, AND MANUFACTURER'S |
| | INSTRUCTION.SUBMIT MANUFACTURER'S SPECIFICATIONS, |
| | INSTALLATION INSTRUCTIONS AND LISTING INFORMATION. |
| | |
| | 8) R1004.1 GENERAL. |
| | FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED |
| | AND SHALL BE INSTALLED IN ACCORDANCE WITH THE |
| | CONDITIONS OF THE LISTING. FACTORY-BUILT FIREPLACES |
| | SHALL BE TESTED IN ACCORDANCE WITH UL 127. SUBMIT |
| | MANUFACTURE'S SPECIFICATIONS, INSTALLATION INSTRUCTIONS |
| | AND LISTING INFORMATION. |
| | |
| | 9) SHOW COMPLIANCE WITH R1005.1 EXTERIOR AIR. |
| | FACTORY-BUILT OR MASONRY FIREPLACES COVERED IN THIS |
| | CHAPTER SHALL BE EQUIPPED WITH AN EXTERIOR AIR SUPPLY |
| | TO ASSURE PROPER FUEL COMBUSTION UNLESS THE ROOM IS |
| | MECHANICALLY VENTILATED AND CONTROLLED SO THAT THE |
| | INDOOR PRESSURE IS NEUTRAL OR POSITIVE. |
| | |
| | 10) PROVIDE A DETAIL OF THE SPIRAL STAIRS SHOWING |
| | COMPLIANCE WITH R311.5.8.1 SPIRAL STAIRWAYS AND R312.1 |
| | FOR GUARDS. |
| | SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THE MINIMUM |
| | WIDTH SHALL BE 26 INCHES (660 MM) WITH EACH TREAD |
| | HAVING A 7-1/2-INCHES (190 MM) MINIMUM TREAD DEPTH AT |
| | 12 INCHES FROM THE NARROWER EDGE. ALL TREADS SHALL BE |
| | IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9-1/2 |
| | INCHES (241 MM). A MINIMUM HEADROOM OF 6 FEET 6 INCHES |
| | (1982 MM)SHALL BE PROVIDED. HANDRAILS SHALL BE PROVIDED |
| | ON ONE SIDE. |
| | |
| | 11)SPECIFY HOW THE SECOND AND THIRD FLOOR DECKS WILL |
| | BE WATERPROOFED TO PROTECT THE INTERIOR SPACES BELOW. |
| | SUBMIT PRODUCT APPROVALS. |
| | |
| | 12) FOR THE BALCONY GUARDRAILS SHOW COMPLIANCE WITH |
| | R312.2 GUARD OPENING LIMITATIONS. |
| | REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED |
| | FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE |
| | INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT |
| | ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM) OR MORE IN |
| | DIAMETER. |
| | |
| | 13) SPECIFY THE MEAN ROOF HEIGHT ON THE PLANS. |
| | |
| | 14) PROVIDE DETAILS FOR THE ATTACHMENT OF THE 4 PLY |
| | GIRDERS TO THE EXISTING WALLS AND TO EACH OTHER. SEE |
| | THE SECOND FLOOR FRAMING PLAN ON A4. CLARIFY THAT THE 4 |
| | PLY GIRDERS ARE BUILT-UP WITH 2 X 12 LUMBER. SPECIFY |
| | THE LUMBER TYPE AND GRADE. |
| | |
| | 15) SPECIFY THE CONNECTORS FOR THE HIP GIRDER TRUSSES |
| | AT THE INTERMEDIATE ROOF FRAMING PLAN ON A4. |
| | |
| | 16)THE POINT LOADING OF THE CUPOLA ON THE 2 X 12 |
| | SECOND FLOOR FRAMING IS NOT ACCEPTABLE. PLEASE RECHECK |
| | THE DESIGN. |
| | |
| | 17) SPECIFY THE BEAM/GIRDER THAT WILL BE INSTALLED TO |
| | SUPPORT THE SECOND FLOOR WALL AT THE NORTH EAST |
| | CORNER. |
| | |
| | 18) REVISE THE ROOF SHEATHING FASTENING NOTES ON A4 TO |
| | COMPLY WITH R803.2.3.1. WHICH REQUIRES 8D RING SHANK |
| | NAILS IN ALL ROOF ZONES. THE FASTENER SPACING IN ROOF |
| | ZONE3 IS REQUIRED TO BE 4" OC FOR EDGES AND FIELD. |
| | |
| | 19) PROVIDE A DETAIL TO CLARIFY THE UPPER ROOF PLAN. |
| | WHICH SHOWS 3/4" ROOF SHEATHING,R-30 INSULATION, T& G |
| | CEILING AND EXPOSED 4 X 8 TIMBERS. |
| | |
| | 20) PLEASE UPDATE THE CONNECTORS SPECIFIED ON THE |
| | WINDOW OPENING DETAIL ON A2. HUGHES IS NO LONGER IN |
| | BUSINESS. |
| | |
| | 21) THE SCALE SPECIFIED FOR THE ELEVATIONS ON A3 IS |
| | INCORRECT. IT SHOULD BE 1/4" SCALE. |
| | |
| | 22) PROVIDE DETAILS OF THE ALUMINUM COLUMN AT THE FIRST |
| | FLOOR PORCH. ARE THE BASE AND CAP TO BE THE SAME AS THE |
| | STEEL COLUMN DETAILS? |
| | |
| | 23) THE SIMPSON H10 CONNECTORS SPECIFIED FOR THE CUPOLA |
| | ROOF WILL NOT WORK WITH 4 X 8 RAFTERS. THE RAFTER |
| | OPENING IS ONLY 1-9/16". |
| | |
| | 24) SUBMIT A TECHNICAL BULLETIN OR SPECIFICATION FROM |
| | SIMPSON INDICATING THAT THE H6 CONNECTOR CAN BE |
| | INSTALLED USING TAP CONS RATHER THAN NAILS. |
| | |
| | 25) SUBMIT A TECHNICAL BULLETIN OR SPECIFICATION FROM |
| | SIMPSON INDICATING THAT THE TS 18 CONNECTOR CAN BE |
| | INSTALLED USING TAP CONS RATHER THAN NAILS. |
| | |
| | 26) ON THE WALL SECTION ON A5 THE LUS 24 CONNECTOR FOR |
| | THE LOWER ROOF IS SHOWN AT THE WRONG LOCATION. PLEASE |
| | CORRECT. |
| | |
| | 27) PROVIDE A DETAIL OF THE BALCONY KNEE WALL. |
| | |
| | 28) INDICATE THE WIND LOAD PRESSURES FOR THE WINDOWS |
| | AND DOORS ON THE ELEVATIONS AT THE OPENING. |
| | |
| | 29) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. |
| | |
| | 30)WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 31) THE UPLIFT FOR ROOF ZONE 3 (CORNERS) IN EXPOSURE C |
| | FOR A 27'-6 "MEAN ROOF HEIGHT IS -83.1 X 1.38 = |
| | -114.68 PSF, WHICH EXCEEDS THE DESIGN PRESSURE FOR THE |
| | METAL ROOFING OF -113.1 PSF. |
| | |
| | 32) SUBMIT PRODUCT APPROVALS FOR THE ACCORDIAN TYPE |
| | DOORS SPECIFIED ON THE PLANS. THE ONES THAT WERE |
| | SUBMITTED ARE FOR SLIDING GLASS DOORS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
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