| Date |
Text |
| 2007-01-26 09:10:40 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) SHOW COMPLIANCE WITH R401.3 DRAINAGE . |
| | SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER |
| | CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION SO AS |
| | TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO |
| | DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE |
| | GRADE AWAY FROM FOUNDATION WALLS 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 |
| | PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | |
| | 3)SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED. |
| | THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND |
| | ITS ATTIC AREA BY NOT LESS THAN ? -INCH (12.7 MM) |
| | GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES |
| | BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL |
| | HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH |
| | (15.9 MM) TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE |
| | SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE |
| | SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY |
| | NOT LESS THAN ?-INCH (12.7 MM) GYPSUM BOARD OR |
| | EQUIVALENT. |
| | |
| | 4) ON SHEET A-1 SEVERAL SECONG FLOOR WALLS ARE |
| | INCORRECTLY LABELED. SEE MARKS ON PLAN. |
| | |
| | 5) SHOW COMPLIANCE WITH R806.1 VENTILATION REQUIRED. |
| | ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| | CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| | RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE |
| | SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE |
| | ENTRANCE OF RAIN. VENTILATING OPENINGS SHALL BE |
| | PROVIDED WITH CORROSION-RESISTANT WIRE MESH, WIT H 1 / |
| | 8 INCH (3.2 MM) MINIMUM TO ? INCH (6.4 MM) MAXIMUM |
| | OPENINGS. |
| | |
| | 6) SHOW COMPLIANCE WITH R311.5.8.1 SPIRAL STAIRWAYS. |
| | SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THE MINIMUM |
| | WIDTH SHALL BE 26 INCHES (660 MM) WITH EACH TREAD |
| | HAVING A 7?-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? INCHES |
| | (241 MM). A MINIMUM HEADROOM OF 6 FEET 6 INCHES (1982 |
| | MM) SHALL BE PROVIDED. SUBMIT SHOP DRAWINGS. |
| | |
| | 7) 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. SUBMIT SHOP DRAWINGS. SHOW ATTACHMENT |
| | DETAILS. |
| | |
| | 8)SHOW COMPLIANCE WITH R903.4.1 |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS . AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING . |
| | |
| | 9) R320.7 REQUIRES ROOF DOWNSPOUTS TO DISCHARGE AT |
| | LEAST 1 FOOT AWAY FROM THE STRUCTURE SIDEWALL. SHOW |
| | COMPLIANCE. |
| | |
| | 10) SHOW COMPLIANCE WITH SECTION 704 INSPECTION FOR |
| | TERMITES. |
| | IN ORDER TO PROVIDE FOR INSPECTION FOR TERMITE |
| | INFESTATION, CLEARANCE BETWEEN EXTERIOR WALL COVERINGS |
| | AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING |
| | SHALL NOT BE LESS THAN 6 INCHES (152 MM). EXCEPTIONS: |
| | 1.PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS |
| | THAN 5 / 8 INCH (17.1 MM) THICK ADHERED DIRECTLY TO THE |
| | MASONRY FOUNDATION SIDEWALL. |
| | 2.ACCESS OR VEHICLE RAMPS WHICH RISE TO THE |
| | INTERIOR FINISH FLOOR ELEVATION FOR THE WIDTH OF SUCH |
| | RAMPS ONLY. |
| | 3.A 4-INCH (102 MM) INSPECTION SPACE ABOVE PATIO |
| | AND GARAGE SLABS AND ENTRY AREAS. |
| | 4.IF THE PATIO HAS BEEN SOIL TREATED FOR TERMITES, |
| | THE FINISH ELEVATION MAY MATCH THE BUILDING INTERIOR |
| | FINISH FLOOR ELEVATIONS ON MASONRY CONSTRUCTION ONLY. |
| | 5.MASONRY VENEERS. |
| | |
| | 11)DETAIL D1 ON SHEET A4 HAS ILLEGIBLE NOTES. |
| | |
| | 12)INSULATION WILL BE REQUIRED IN THE FLOOR BETWEEN |
| | THE SECOND STORY LIVING AREA AND THE ADJACENT |
| | UNCONDITIONED GARAGE PER FBC CHAPTER 13. |
| | |
| | 13)SHOW COMPLIANCE WITH R404.1.6 HEIGHT ABOVE |
| | FINISHED GRADE. |
| | CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND |
| | ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT |
| | ALL POINTS A MINIMUM OF 4 INCHES (102 MM) WHERE MASONRY |
| | VENEER IS USED AND A MINIMUM OF 6 INCHES (152 MM) |
| | ELSEWHERE. |
| | |
| | 14)SHOW COMPLIANCE WITH R403.1.4 MINIMUM DEPTH. ALL |
| | EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES |
| | (305 MM) BELOW THE UNDISTURBED GROUND SURFACE. NOTE: |
| | 18" MONOLITHIC FOOTING WILL BE REQUIRED TO COMPLY WITH |
| | ITEMS 13 AND 14. |
| | |
| | 15)PROVIDE DETAILS ON METAL PLATFORM (LANDING) AT THE |
| | TOP OF THE SPIRAL STAIRS AND HOW IT WILL BE ATTACHED TO |
| | THE STRUCTURE. |
| | |
| | 16) R301.1 DESIGN. |
| | BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, SHALL |
| | BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING |
| | DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS AND |
| | WIND LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION |
| | OF BUILDINGS AND STRUCTURES SHALL RESULT IN A SYSTEM |
| | THAT PROVIDES A COMPLETE LOAD PATH CAPABLE OF |
| | TRANSFERRING ALL LOADS FROM THEIR POINT OF ORIGIN |
| | THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. |
| | THE CONNECTIONS ON S2 APPEAR TO BE INADEQUATE. |
| | |
| | 17) SPECIFY THE CONNECTIONS OF THE STEEL BEAMS TO THE |
| | WOOD FRAMING AT FLOOR JOISTS AND WALL. SEE SECTIONS 02 |
| | AND 05 ON S2. |
| | |
| | 18)SECTION 03 ON S2 IS NOT DRAWN CORRECTLY. IT IS |
| | LOCATED ON THE WALL ABOVE THE FRENCH DOORS ON THE |
| | SECOND FLOOR. SHOW ALL CONNECTIONS. SEE MARKS ON PLAN. |
| | |
| | 19)PROVIDE A DETAIL SHOWING THE CONNECTIONS FROM THE |
| | PARAPET WALL TO THE ROOF RAFTERS AND WALL BELOW. |
| | |
| | 20) SPECIFY THE STRAPS AND HANGERS TO BE USED TO ANCHOR |
| | THE COVERED TERRACE ROOF. |
| | |
| | 21)SECTION 7 ON S2 SHOWS A STUD PLATE TIE WELDED TO A |
| | STEEL COLUMN USED TO ANCHOR THE BEAM SUPPORTING THE |
| | TERRACE ROOF. THIS IS INADEQUATE. |
| | |
| | 22)THE TRIPLE 2XGIRDERS ( HEADERS ) SHOWN ON THE |
| | SECOND FLOOR PLAN ON S2AT SECOND FLOOR ENTRY DO NOT |
| | HAVE STUDS SHOWN IN THE FRAME WALL BELOW TO SUPPORT |
| | THEM. |
| | |
| | 23) NO HOLDDOWN CONNECTORS ARE SPECIFIED AT THE ENDS OF |
| | SEARS WALLS TO RESIST OVERTURNING. |
| | |
| | 24)SHEET S4 HAS TYPICAL STRAP INSTALLATION# 596 AND |
| | 597 FOR TRUSSES. HOWEVER THIS PROJECT HAS NO TRUSSES. |
| | PLEASE REVISE. |
| | |
| | 25)DETAIL # 213 ON S4 SHOWS AN EXTERIOR WALL ANCHORED |
| | WITH POWER ACTUATED FASTENERS. THIS IS INADEQUATE FOR A |
| | 140 MPH WINDSPEED. SHOW ANCHOR BOLTS OR OTHER |
| | ACCEPTABLE CONNECTOR. |
| | |
| | 26) DETAIL #122ON S4 SPECIFIES ANCHOR BOLTS. PLEASE |
| | SPECIFY THE REQUIRED LENGTH/ EMBED DEPTH. |
| | |
| | 27)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. 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. |
| | |
| | 28)SHEET A1 SPECIFIES THAT FRENCH DOORS ARE TO PGT |
| | IMPACT RESISTANT THE PRODUCT APPROVAL SUBMITTED IS NOT |
| | IMPACT RATED. PLEASE CORRECT. IF NON-IMPACT REVISE PLAN |
| | AND SUBMIT STORM PLAN PRDUCT APPROVALS AND INSTALLATION |
| | SCHEDULE. |
| | |
| | 29)IF MULTIPLE DESIGN PRESSURES ARE LISTED IN THE |
| | PRODUCT APPROVALS BASED ON GLASS TYPE, SIZE, ETC., |
| | CIRCLE THE ITEMS THAT APPLY TO THE PROJECT. CHECK THE |
| | DESIGN PRESSURES FOR THE PRODUCT WITH THE ONES |
| | SPECIFIED FOR THE OPENING BY THE DESIGNER TO DETERMINE |
| | IF THEY ARE ADEQUATE. |
| | |
| | 30) THE PRODUCT APPROVAL SUBMITTED FOR THE JELD WEN |
| | DOORS IS NOT COMPLETE, HAS PAGE FROM ANOTHER NOAAND |
| | ARE NOT CLEAR. THESE SUBMITTALS ARE SCANNED AND KEPT |
| | FOR PUBLIC RECORD AND NEED TO BE AS CLEAR AS POSSIBLE. |
| | |
| | 31)SUBMIT PRODUCT APPROVAL INFORMATION FOR THE USP |
| | CONNECTORS SPECIFIED ON THE PLANS. |
| | |
| | 32) THE FL COVER SHEET FOR THE AMARR GARAGE DOOR IS FOR |
| | THE WRONG CODE VERSION. SUBMIT THE ONE FOR THE 2004 |
| | CODE. |
| | |
| | 33)ON THE PRODUCT APPROVAL FOR THE TAMKO ROOFING, |
| | CIRCLE THE FASTENING OPTION THAT WILL BE USED ON PAGE |
| | 17.ENHANCED FASTENING WILL BE REQUIRED IN ROOF ZONES |
| | 2 AND 3. SEE LIMITATION NUMBER 7 ON PAGE 20, WHICH |
| | REQUIRES SIGNED AND SEALED RAS 117 CALCULATIONS FOR |
| | ENHANCED FASTENING FROM A FLORIDA REGISTERED ENGINEER, |
| | ARCHITECT OR REGISTERED ROOF CONSULANT. SUBMIT SIGNED |
| | AND SEALED CALCULATIONS. |
| | |
| | 34)PROVIDE DETAILS OF DECORATIVE SUPPORT CHAINS AT |
| | COVERED TERRACE AND THEIR ATTACHMENTS. |
| | |
| | 35) SUBMIT MANUFACTURES SPECIFICATIONS AND INSTALLATION |
| | INSTRUCTIONS FOR THE "SEALOFLEX" WATERPROOFING SYSTEM |
| | AT THE ROOF TERRACE. |
| | |
| | 36) FAC 61G15-23.002 REQUIRES ENGINEERS TO LEGIBLY |
| | INDICATE THEIR ADDRESS ON EACH SHEET. PLEASE COMPLY. |
| | |
| | 37) ALSO SEE NOTES AND RED MARKS ON THE PLANS. |
| | |
| | IN ORDER TO EXPEDITE PLAN REVIEW PLEASE SUBMIT ONE SET |
| | OF THE OLD PLANS WHEN RESUBMITTING CORRECTED PLANS. DUE |
| | TO MISSING INFORMATION ADDITIONAL COMMENTS MAY RESULT |
| | WHEN NEW INFORMATION IS SUBMITTED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
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