| Date |
Text |
| 2014-09-06 11:15:11 | PLAN REVIEW COMMENTS |
| | |
| | |
| | 1ST REVIEW: FBC 2010 |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | BUILDING |
| | |
| | 1) FBC 107.3.4 - 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. |
| | |
| | 2) 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. |
| | |
| | 3) THE EXTERIOR WALL SECTION ON SHEET 7, SPECIFIES 6" |
| | BATT INSULATION WITH AN R-30 VALUE. THE MINIMUM |
| | THICKNESS FOR R-30 IS 9.5 INCHES. PLEASE CORRECT. |
| | |
| | 4) FBC-R 301.1 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 IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL |
| | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH |
| | THAT MEETS ALL REQUIREMENTS FOR THE TRANSFER OF ALL |
| | LOADS FROM THEIR POINT OF ORIGIN THROUGH THE |
| | LOAD-RESISTING ELEMENTS TO THE FOUNDATION. SHOW ALL |
| | CONNECTORS THAT WILL BE USED TO ACCOMPLISH THIS AT THE |
| | EXTERIOR WALLS AND AN OTHER BEARING WALLS. |
| | |
| | 5) THE H7Z HURRICANE STRAP THAT IS SHOWN FOR THE TRUSS |
| | TO WALL CONNECTION REQUIRES THE TRUSSES AND WALL STUDS |
| | TO BE ALIGNED. THEY ARE REQUIRED TO BE NAILED TO THE |
| | STUDS. IF THE ROOF TRUSSES ARE 24" O.C. AND THE 2X4 |
| | WALL STUDS ARE 16" O.C. THIS WILL NOT BE POSSIBLE. |
| | PLEASE CORRECT. R802.1.6.5 |
| | |
| | 6) SPECIFY THE EXTERIOR WOOD WALL STUD SPACING ON THE |
| | PLANS. FBC-R 602.3 |
| | |
| | 7) PROVIDE AN EXTERIOR BEARING WALL DETAIL SHOWING THE |
| | REQUIRED OPENING HEADERS AND ALL FRAMING CONNECTORS. |
| | FBC-R 602.3 |
| | |
| | 8) FBC-R314.3.1 ALTERATIONS, REPAIRS AND ADDITIONS. |
| | WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A |
| | PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE |
| | ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL |
| | DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS |
| | LOCATED AS REQUIRED FOR NEW DWELLINGS. |
| | |
| | 9) FBC-R302.3 TWO-FAMILY DWELLINGS. |
| | DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE |
| | SEPARATED FROM EACH OTHER BY WALL AND/OR FLOOR |
| | ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR |
| | FIRE-RESISTANCE RATING WHEN TESTED IN ACCORDANCE WITH |
| | ASTM E 119 OR UL 263. FIRE-RESISTANCE-RATED |
| | FLOOR-CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND |
| | BE TIGHT AGAINST THE EXTERIOR WALL, AND WALL ASSEMBLIES |
| | SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF |
| | THE ROOF SHEATHING. |
| | |
| | 10) FBC-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. |
| | |
| | 11) 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. |
| | |
| | 12) THE ROOF FRAMING PLAN IS NOT CORRECTLY DRAWN FOR A |
| | HIP ROOF. FOR THE NEW ROOF CONSTRUCTION, SPECIFY THE |
| | SPACING OF THE ENGINEERED ROOF TRUSSES. 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. |
| | |
| | 13) 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. |
| | |
| | 14) 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. |
| | |
| | 15) 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 MANUFACTURER?S INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | 16) 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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