| Date |
Text |
| 2015-04-14 10:04:03 | PLAN REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) FS 471 AND FAC 61G15 REQUIRES THE ENGINEER TO SIGN |
| | BY HAND THE LICENSEE'S HANDWRITTEN WRITTEN SIGNATURE ON |
| | THE PLANS. SIGNATURE STAMPS, COPIES OR OTHER FACSIMILES |
| | ARE NOT ACCEPTABLE. |
| | |
| | 2) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-R301.2 ON THE PLANS. |
| | |
| | 3) THE WINDSPEED DATA SPECIFIED ON SHEET A-0 IS |
| | INCORRECT. THE STRUCTURE IS LOCATED IN A 170 MPH VULT |
| | WIND SPEED. THE STRUCTURE IS LOCATED WITHIN 600 FEET OF |
| | THE INTERCOASTAL WATERWAY AND IS CONSIDERED EXPOSURE D. |
| | |
| | 4) 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. |
| | |
| | 5) THE FOUNDATION PLAN ON SHEET A2 AND SECTION 2 ON |
| | S1-4 SPECIFY A 12" X 24" MONOLITHIC SLAB. FBC - |
| | R403.1.4 REQUIRES EXTERIOR FOOTINGS TO BE AT LEAST 12" |
| | BELOW GRADE AND R404.1.6 REQUIRES CONCRETE FOUNDATIONS |
| | TO EXTEND 4" ABOVE FINISHED GRADE FOR MASONRY WALLS. |
| | THEREFORE, THE MINIMUM FOOTER DEPTH DIMENSION IS 16". |
| | |
| | 6) SECTIONS B ON S1-3 AND 3 ON S1-4 SPECIFY A 12" X 8" |
| | TIE BEAM. IT APPEARS THAT THIS IS AN 8" X 12" TIE BEAM. |
| | THE BEAM DIMENSIONS ARE TYPICALLY WRITTEN WIDTH X |
| | HEIGHT. FBC 107.2.1 |
| | |
| | 7) SHOW COMPLIANCE WITH 2010 FBC ENERGY CONSERVATION |
| | SECT. 101.4.3 & 103.2 BY SUBMITTING THE PROPER |
| | CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORMS |
| | 402 OR 405. FBC ENERGY CONSERVATION - SECT. 103.2.3.2 |
| | CODE COMPLIANCE CERTIFICATION. THE BUILDING?S OWNER, |
| | THE OWNER?S ARCHITECT, OR OTHER AUTHORIZED AGENT |
| | LEGALLY DESIGNATED BY THE OWNER SHALL CERTIFY THAT THE |
| | BUILDING IS IN COMPLIANCE WITH THE CODE, AS PER SECTION |
| | 553.907, FLORIDA STATUTES, PRIOR TO RECEIVING THE |
| | PERMIT TO BEGIN CONSTRUCTION OR RENOVATION. |
| | |
| | 8) R806.4 UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE |
| | CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) |
| | SHALL BE PERMITTED IF ALL THE FOLLOWING CONDITIONS ARE |
| | MET: |
| | 1.THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED |
| | WITHIN THE BUILDING THERMAL ENVELOPE. |
| | 2. NO INTERIOR VAPOR RETARDERS ARE INSTALLED ON THE |
| | CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC |
| | ASSEMBLY. |
| | 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM |
| | 1/4 INCH (6 MM) VENTED AIR SPACE SEPARATES THE SHINGLES |
| | OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE |
| | STRUCTURAL SHEATHING. |
| | 4. EITHER ITEMS 4.1, 4.2 OR 4.3 SHALL BE MET, DEPENDING |
| | ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY |
| | UNDER THE STRUCTURAL ROOF SHEATHING. |
| | 4.1 AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL |
| | BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE |
| | STRUCTURAL ROOF SHEATHING. |
| | 4.2 AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE |
| | AIR-PERMEABLE INSTALLED DIRECTLY BELOW THE STRUCTURAL |
| | SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE |
| | INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING |
| | AS SPECIFIED IN TABLE R806.4 FOR CONDENSATION CONTROL. |
| | 4.3 AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE |
| | AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT |
| | CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF |
| | SHEATHING AS SPECIFIED IN TABLE R806.4 FOR CONDENSATION |
| | CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE |
| | INSTALLED DIRECTLY UNDER THE AIR-IMPERMEABLE |
| | INSULATION. |
| | THE ATTIC VENTS THAT ARE SHOWN IN THE SOFFIT WILL NEED |
| | TO BE REMOVED. |
| | |
| | 9) R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE |
| | CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS |
| | OPENING TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 |
| | M2) AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR |
| | GREATER. THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE |
| | TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF |
| | THE ROOF FRAMING MEMBERS. THE ROUGH-FRAMED OPENING |
| | SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES (559 MM |
| | BY 762 MM) AND SHALL BE LOCATED IN A HALLWAY OR OTHER |
| | READILY ACCESSIBLE LOCATION. WHEN LOCATED IN A WALL, |
| | THE OPENING SHALL BE A MINIMUM OF 22 INCHES WIDE BY 30 |
| | INCHES HIGH. WHEN THE ACCESS IS LOCATED IN A CEILING, |
| | MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL |
| | BE 30 INCHES (762 MM) AT SOME POINT ABOVE THE ACCESS |
| | MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING |
| | MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS |
| | WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. |
| | |
| | 10) R802.1.6.5 [IRC R802.10.5] TRUSS TO WALL |
| | CONNECTION. TRUSSES SHALL BE CONNECTED TO WALL PLATES |
| | BY THE USE OF APPROVED CONNECTORS HAVING A RESISTANCE |
| | TO DESIGN UPLIFT, LATERAL AND SHEAR FORCES. TRUSSES |
| | SHALL BE INSTALLED IN ACCORDANCE WITH THE |
| | MANUFACTURER?S DESIGN AND SPECIFICATIONS. SPECIFY THE |
| | CONNECTOR LOCATIONS ON THE PLANS AND PROVIDE A TRUSS |
| | ANCHOR SCHEDULE. |
| | |
| | 11) SUBMIT PRODUCT APPROVALS FOR THE TRUSS ANCHORS AS |
| | REQUIRED BY DCA RULE 9N-3. ALTERNATELY, THE PRODUCT |
| | APPROVAL NOA #S OR FL#S FOR THE CONNECTOR CAN BE |
| | SPECIFIED IN THE ANCHOR SCHEDULE. |
| | |
| | 12) SECTION A ON S1-3 DOES NOT APPEAR TO BE CORRECT. |
| | THE TRUSS IS SHOWN PARALLEL TO THE SECTION AND THEY |
| | SHOULD BE PERPENDICULAR. FBC 107.2.1 |
| | |
| | 13) THE EXISTING WALL SECTION TAG FOR SECTION 1 ON S1.4 |
| | IS IN THE WRONG LOCATION ON SHEET A-3. IT IS ON ONE OF |
| | THE NEW WALLS RATHER THAN AN EXISTING WALL. FBC 107.2.1 |
| | |
| | 14) R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED. |
| | BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM |
| | SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND |
| | RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE |
| | SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS |
| | SHALL BE REQUIRED IN EACH SLEEPING ROOM. WHERE |
| | EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY |
| | SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES |
| | (1118 MM) ABOVE THE FLOOR. WHERE A DOOR OPENING HAVING |
| | A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES |
| | AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS |
| | PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD |
| | ENCLOSURE SHALL COMPLY WITH SECTION R310.3. THE NET |
| | CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL |
| | BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY |
| | ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY |
| | ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL HEIGHT |
| | BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED |
| | WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. |
| | EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN |
| | DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT |
| | OPENS TO A PUBLIC WAY. |
| | |
| | 15) THE WINDOW SCHEDULE ON SHEET A3 USES LETTERS TO |
| | IDENTIFY THE WINDOWS AND THE FLOOR PLAN USES NUMBERS. |
| | FBC 107.2.1 |
| | |
| | 16) PROVIDE A WINDOW AND DOOR BUCK FASTENING DETAIL. |
| | SPECIFY THE FASTENERS TYPE AND SPACING. R612.10 |
| | |
| | 17) PROVIDE AN AREA TABULATION ON THE PLANS THAT |
| | SPECIFIES THE EXISTING A/C AND NON A/C AREAS AND THE |
| | PROPOSED A/C AND NON A/C AREAS IN ADDITION TO THE |
| | TOTAL. FBC 107.2.1 |
| | |
| | 18) SUBMIT TWO COPIES OF THE EVALUATION REPORT FOR THE |
| | SPRAY FOAM INSULATION (ICYNENE). FBC-R316 |
| | |
| | 19) 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 DIFFERENT ROOFING MATERIALS, WINDOW/GLASS TYPES, |
| | STRUCTURAL MULLIONS AND EXTERIOR DOOR TYPES. |
| | |
| | 20) THE TYPE OF GLASS AND OTHER FACTORS LISTED IN THE |
| | VARIOUS TABLES IN THE PRODUCT APPROVALS DETERMINE THE |
| | DESIGN PRESSSURES FOR WINDOWS. INDICATE THE ONES THAT |
| | WILL BE USED BY CIRCLING THE APPROPRIATE ITEMS AND |
| | DESIGN PRESSURES IN THE PRODUCT APPROVAL TABLES. FBC |
| | 107.2.1 |
| | |
| | 21) PRODUCT APPROVAL, NOA NO. 13-1125.05, WAS SUBMITTED |
| | FOR SLIDING GLASS DOORS, HOWEVER NONE ARE SHOWN ON THE |
| | PLAN. CLARIFY. FBC 107.2.1 |
| | |
| | 22) PRODUCT APPROVAL, NOA NO. 11-0714.08, WAS SUBMITTED |
| | FOR 5-V CRIMP METAL ROOFING. THE PLANS SPECIFY FLAT |
| | CONCRETE ROOF TILE. FBC 107.2.1 |
| | |
| | 23) PRODUCT APPROVAL, NOA NO. 14-0805.02 WAS SUBMITTED |
| | FOR 3M RTA-1 ROOF TILE ADHESIVE. THE LIMITATIONS IN THE |
| | PRODUCT STATE THAT THE PRODUCT CAN BE USED WITH ROOF |
| | TILE ASSEMBLY THAT LISTS ATTACHMENT RESISTANCE VALUES |
| | WITH THE USE OF RTA-1. THE HANSON ROOF TILE PRODUCT |
| | APPROVAL, NOA NO. 12-1218.14, LISTS 3M AH-160. |
| | |
| | 24) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE |
| | CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER |
| | INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN |
| | ADDRESSED. |
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