| Date |
Text |
| 2014-10-04 10:40:38 | PLAN REVIEW COMMENTS |
| | |
| | |
| | 2ND REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | BUILDING |
| | |
| | 1) FBC 107.2.1 - INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND |
| | ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF |
| | THE PERSON RESPONSIBLE FOR THE DESIGN. THE NEW PLANS |
| | HAVE NOT BEEN SIGNED AND SEALED BY THE ENGINEER WHOSE |
| | NAME APPEARS IN THE TITLE BLOCK ON EACH SHEET AS |
| | REQUIRED BY CHAPTER 471, FLORIDA STATUTES & 61G15 |
| | FLORIDA ADMINISTRATIVE CODE. |
| | |
| | 2) FBC 107.3.4 - PROVIDE PRODUCT APPROVALS FOR THOSE |
| | PRODUCTS WHICH ARE REGULATED BY |
| | DCA RULE 9N-3 REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD. SPECIFICALLY, PROVIDE ROOFING, |
| | WINDOW, EXTERIOR DOOR SUBMITTALS, AS WELL AS THE |
| | SIMPSON CONNECTORS. TWO SETS OF PRODUCT APPROVALS THAT |
| | HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD ARE REQUIRED. |
| | |
| | 3) THE EXTERIOR WALL SECTION ON SHEET 7, SPECIFIES 6" |
| | BATT INSULATION WITH AN R-30 VALUE IN THE ATTIC SPACE. |
| | THE MINIMUM THICKNESS FOR R-30 FIBERGLASS BATT |
| | INSULATION IS 9 INCHES. PLEASE CORRECT. |
| | |
| | 4) PROVIDE AN EXTERIOR BEARING WALL DETAIL SHOWING THE |
| | REQUIRED OPENING HEADERS AND ALL FRAMING CONNECTORS. |
| | FBC-R 602.3 SPECIFY AND SHOW THE LOCATIONS OF THE |
| | CONNECTORS ON THE WINDOW DETAIL ON SHEET 7. (IE. THE |
| | HEADER TO THE STUDS AND JACKS TO SILL AND BOTTOM PLATE) |
| | IS THE WINDOW HEADER SUPPOSED TO BE DOUBLE 2 X 6S ? |
| | |
| | 5) FBC-R803.2.3.1 SHEATHING FASTENINGS. |
| | WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO |
| | ROOF FRAMING WITH 8D RING-SHANK NAILS AT 6 INCHES ON |
| | CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE |
| | FRAMING. RING-SHANK NAILS SHALL HAVE THE FOLLOWING |
| | MINIMUM DIMENSIONS: |
| | 1. 0.113 INCH NOMINAL SHANK DIAMETER. |
| | 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. |
| | 3. 16 TO 20 RINGS PER INCH. |
| | 4. 0.280 INCH FULL ROUND HEAD DIAMETER. |
| | 5. 2 INCH NAIL LENGTH. |
| | WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G < |
| | 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE |
| | 4 INCHES ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH |
| | FIGURE R803.2.3.1 WHERE VASD AS DETERMINED IN |
| | ACCORDANCE WITH SECTION R301.2.1.3 IS 130 MPH OR |
| | GREATER. |
| | THE DETAIL ON SHEET 7 SPECIFIES THAT THE ROOF SHEATHING |
| | WILL BE FASTENED ACCORDING TO FBC SECTION R801. FBC |
| | 107.2.1 REQUIRES SUCH INFORMATION TO BE SPECIFIC AND |
| | THE TECHNICAL CODES NOT BE CITED. |
| | |
| | 6) THE ROOF FRAMING PLAN IS NOT CORRECTLY DRAWN FOR A |
| | HIP ROOF. IN ADDITION TO THE LOCATION OF THE COMMON |
| | TRUSSES, SPECIFY THE LOCATION OF THE HIP GIRDER TRUSS, |
| | THE HIP TRUSSES AND THE HIP JACK TRUSSES. SPECIFY THE |
| | TRUSS ANCHORS AND/OR UPLIFT, LATERAL AND SHEAR FORCES |
| | THAT WILL BE REQUIRED. |
| | FBC 107.3.5.3 (5) AND FBC-R802.1.6.5 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 UPLIFT AND LATERAL |
| | LOADS FOR ALL OF THE TRUSSES INCLUDING THE HIP GIRDER |
| | TRUSS ON SHEET 7. |
| | |
| | 7) SECTION R704 |
| | 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 CONSTRUCTED IN ACCORDANCE WITH |
| | SECTION R318.4. |
| | |
| | BECAUSE FBC - R403.1.4 REQUIRES EXTERIOR FOOTINGS TO BE |
| | AT LEAST 12" BELOW GRADE, THE FOOTING WILL NEED TO BE |
| | 18" TO PROVIDE THE 6" ABOVE GRADE. |
| | |
| | 8) FBC-R703.6.1 EXTERIOR USE OF PORTLAND CEMENT PLASTER |
| | SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM |
| | C 926. THE MINIMUM THICKNESS OF STUCCO APPLIED TO METAL |
| | PLASTER BASE OVER PLYWOOD IS 7/8 INCH. |
| | |
| | 9) FBC-R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE |
| | APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL |
| | BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER |
| | AND THE WATER-RESISTIVE BARRIER. A BOND BREAK SHALL BE |
| | PROVIDED BETWEEN THE WATER-RESISTIVE BARRIER AND THE |
| | CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE |
| | FOLLOWING: |
| | 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER |
| | MATERIAL; OR |
| | 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER |
| | OVER AN APPROVED PLASTIC HOUSE WRAP; OR |
| | 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN |
| | ACCORDANCE WITH THE MANUFACTURE'S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | 10) SPECIFY THE LISTING NUMBER FOR THE ONE HOUR FIRE |
| | RATED ASSEMBLY THAT WILL BE USED FOR THE DEMISING WALL. |
| | FBC R302.3 |
| | |
| | 11) THE PLANS SHOW BACK TO BACK RECEPTACLE OUTLETS AND |
| | ELECTRICAL PLANELS. SEE SECTION R302.4.2 MEMBRANE |
| | PENETRATIONS. |
| | MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION |
| | R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A |
| | FIRE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE |
| | INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING |
| | WILL NOT BE REDUCED. |
| | EXCEPTIONS: |
| | 1. MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR |
| | FIRE-RESISTANCE-RATED WALLS AND PARTITIONS BY STEEL |
| | ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE INCHES |
| | (0.0103 M2) IN AREA PROVIDED THE AGGREGATE AREA OF THE |
| | OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 |
| | SQUARE INCHES (0.0645 M2) IN ANY 100 SQUARE FEET (9.29 |
| | M)2 OF WALL AREA. THE ANNULAR SPACE BETWEEN THE WALL |
| | MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 |
| | MM). SUCH BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE |
| | SEPARATED BY ONE OF THE FOLLOWING: |
| | 1.1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 |
| | INCHES (610 MM) WHERE THE WALL OR PARTITION IS |
| | CONSTRUCTED WITH INDIVIDUAL NONCOMMUNICATING STUD |
| | CAVITIES; |
| | 1.2. BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE |
| | DEPTH OF THE WALL CAVITY WHEN THE WALL CAVITY IS FILLED |
| | WITH CELLULOSE LOOSE-FILL, ROCKWOOL OR SLAG MINERAL |
| | WOOL INSULATION; |
| | 1.3. BY SOLID FIRE BLOCKING IN ACCORDANCE WITH SECTION |
| | R302.11; |
| | 1.4. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS; |
| | OR |
| | 1.5. BY OTHER LISTED MATERIALS AND METHODS. |
| | |
| | 2. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF |
| | ANY MATERIALS PROVIDED THE BOXES HAVE BEEN TESTED FOR |
| | USE IN FIRE-RESISTANCE-RATED ASSEMBLIES AND ARE |
| | INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED |
| | IN THE LISTING. THE ANNULAR SPACE BETWEEN THE WALL |
| | MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8 INCH (3.1 MM) |
| | UNLESS LISTED OTHERWISE. SUCH BOXES ON OPPOSITE SIDES |
| | OF THE WALL SHALL BE SEPARATED BY ONE OF THE FOLLOWING: |
| | 2.1. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE |
| | LISTING OF THE ELECTRICAL BOXES; |
| | 2.2. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION |
| | R302.11; |
| | 2.3. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS; |
| | OR |
| | 2.4. BY OTHER LISTED MATERIALS AND METHODS. |
| | 3. THE ANNULAR SPACE CREATED BY THE PENETRATION OF A |
| | FIRE SPRINKLER PROVIDED IT IS COVERED BY A METAL |
| | ESCUTCHEON PLATE |
| | |
| | 12) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT |
| | A RESPONSE LETTER INDICATING HOW EACH ONE OF THE REVIEW |
| | COMMENTS HAS BEEN ADDRESSED. |
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