| Date |
Text |
| 2014-10-16 12:12:02 | 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 |
| | |
| | NOTE : ONLY THE STRUCTURAL SHEETS S-1 THROUGH S-4 WERE |
| | SUBMITTED. THERE IS REQUIRED INFORMATION THAT IS |
| | MISSING FROM THE SUBMITTAL THAT MAY BE ON THE |
| | ARCHITECTURAL DRAWINGS THAT WERE NOT SUBMITTED. |
| | |
| | 1) SUBMIT TWO COPIES OF A SURVEY/SITE PLAN THAT SHOWS |
| | THE LOCATION OF THE ADDITION AND THE DISTANCES TO |
| | PROPERTY LINES AND OTHER STRUCTURES ON THE SAME |
| | PROPERTY. |
| | FIRE-RESISTANT CONSTRUCTION R302.1 EXTERIOR WALLS. |
| | CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF |
| | EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS |
| | SHALL COMPLY WITH TABLE R302.1. |
| | |
| | 2) THIS STRUCTURE IS LOCATED WITHIN 600 FEET OF THE |
| | INTRACOASTAL WATERWAY WHICH IS EXPOSURE D, THEREFORE, |
| | THIS STRUCTURE IS EXPOSURE CATEGORY D. PLEASE CORRECT |
| | SHEET S-1 AND REVISE THE COMPONENT AND CLADDING |
| | PRESSURES ACCORDINGLY. |
| | R301.2.1.4.3 EXPOSURE CATEGORIES. |
| | AN EXPOSURE CATEGORY SHALL BE DETERMINED IN ACCORDANCE |
| | WITH THE FOLLOWING: |
| | EXPOSURE D. EXPOSURE D SHALL APPLY WHERE THE GROUND |
| | SURFACE ROUGHNESS, AS DEFINED BY SURFACE ROUGHNESS D, |
| | PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT |
| | LEAST 5,000 FEET (1524 M) OR 20 TIMES THE HEIGHT OF THE |
| | BUILDING, WHICHEVER IS GREATER. EXPOSURE D SHALL ALSO |
| | APPLY WHERE THE GROUND SURFACE ROUGHNESS IMMEDIATELY |
| | UPWIND OF THE SITE IS B OR C, AND THE SITE IS WITHIN A |
| | DISTANCE OF 600 FEET (183 M) OR 20 TIMES THE BUILDING |
| | HEIGHT, WHICHEVER IS GREATER, FROM AN EXPOSURE D |
| | CONDITION AS DEFINED IN THE PREVIOUS SENTENCE. |
| | |
| | 3) 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. |
| | |
| | 4) SPECIFY THE CEILING INSULATION ON THE PLANS. FBC |
| | 107.2.1 |
| | |
| | 5) THE NOTE ON S-1 SPECIFIES FBC 2009 AND ASCE 7 - 11 |
| | WHICH DO NOT EXIST. CHANGE TO 2010 FBC AND ASCE 7 -10. |
| | |
| | 6) IN THE COMPONENT AND CLADDING NOTES ON S-1, ZONES |
| | 1,2 AND 3 ARE LISTED UNDER WALL PRESSURE LOADS. THESE |
| | ARE ROOF ZONES. ALSO, THE PRESSURES FOR ZONE 3 ARE |
| | LISTED AS N/A AND SHOULD BE SPECIFIED. PLEASE CORRECT. |
| | FBC-R301.2.1 BUILDINGS AND PORTIONS THEREOF SHALL BE |
| | LIMITED BY WIND SPEED, AS DEFINED IN TABLE R301.2(1) |
| | AND CONSTRUCTION METHODS IN ACCORDANCE WITH THIS CODE. |
| | SEE FIGURE R301.2(7) |
| | |
| | 7) FBC 107.3.5.3 - INDICATE THE MEANS OF TERMITE |
| | PROTECTION PROPOSED PURSUANT TO FBC-R318. |
| | |
| | 8) PROVIDE TWO SETS OF FLOOR PLANS WITH DIMENSIONS TO |
| | INDICATE THE LOCATIONS OF THE WINDOWS, EXTERIOR AND |
| | INTERIOR DOORS, THE LOCATION OF THE BATHROOM FIXTURES, |
| | SIZE OF INTERIOR DOORS AND OPENINGS. FBC-R 107.2.1 |
| | |
| | 9) 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. |
| | |
| | 10) ON SHEET S-3, IT IS SPECIFIED THAT THE BOTTOM PLATE |
| | OF THE EXTERIOR WALL IS TAPCON-ED TO THE SLAB. THIS IS |
| | NOT AN ACCEPTABLE EXTERIOR WALL TO SLAB ATTACHMENT. |
| | PLEASE CORRECT. 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. |
| | |
| | 11) SPECIFY HOW THE TOP PLATES OF THE 2 X 4 STRUCTURAL |
| | WALL ON TOP OF THE EXISTING CBS WALL WILL BE ATTACHED |
| | TO THE 2 X 4 CATS BETWEEN THE RAFTERS AND TRUSSES. FBC |
| | 107.2.1 |
| | |
| | 12) SPECIFY THE SLOPE OF THE ROOF ON THE PLANS. FBC - |
| | R905.2.2 SLOPE. |
| | ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF |
| | TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR |
| | GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 |
| | UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT |
| | COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D |
| | 4869, TYPE I OR TYPE II OR ASTM D 6757 IS REQUIRED IN |
| | ACCORDANCE WITH SECTION R905.2.7. |
| | |
| | 13) PROVIDE DETAILS FOR THE DOUBLE RIDGE BEAM. SPECIFY |
| | THE LUMBER TYPE, SIZE, HOW THE TWO ARE PUT TOGETHER, |
| | HOW IT WILL ATTACH TO THE EXISTING TRUSS ROOF AND HOW |
| | THE ENDS WILL BE SUPPORTED. FBC 107.2.1 AND FBC-R 301.1 |
| | |
| | 14) IT APPEARS THAT THE ADDITION WILL HAVE A SINGLE |
| | ASSEMBLY SLOPED ROOF SYSTEM WITHOUT A HORIZONTAL |
| | CEILING DIAPHRAGM TO PROVIDE LATERAL WIND LOAD |
| | RESISTANCE. THE RIDGE WILL NEED TO BE DESIGNED TO |
| | ACCOUNT FOR SOME OF THE LATERAL LOADS SO THAT THE WALLS |
| | WON'T SPLAY OUTWARDS FROM THE ROOF LOADS. SUBMIT |
| | CALCULATIONS AND DETAILED DRAWINGS FROM THE ENGINEER |
| | THAT DESCRIBE IN DETAIL HOW THESE LATERAL FORCES WILL |
| | BE ADDRESSED. FBC 107.2.1.3 & FBC 606.3.2 |
| | |
| | 15) THE INFORMATION ON THE PLANS IS REQUIRED TO BE |
| | SPECIFIC PER FBC 107.2.1. SPECIFY THE REQUIRED LAP FOR |
| | THE FOUNDATION CORNER BARS ON THE PLANS. |
| | |
| | 16) PROVIDE DIMENSIONS ON THE DRAWINGS TO THE LOCATIONS |
| | OF THE 4 X 4 POSTS AT THE PATIO AND THE SPANS OF THE 2 |
| | X 6 JOISTS. FBC 107.2.1 |
| | |
| | 17) THE 4 X 4 POSTS, THE BEAM AND RAFTERS FOR THE PATIO |
| | THAT ARE EXPOSED TO THE WEATHER ARE REQUIRED TO BE |
| | PRESSURE TREATED OR OF APPROVED WOOD OF NATURAL DECAY |
| | RESISTANCE. R317.1.3 IN GEOGRAPHICAL AREAS WHERE |
| | EXPERIENCE HAS DEMONSTRATED A SPECIFIC NEED, APPROVED |
| | NATURALLY DURABLE OR PRESSURE-PRESERVATIVE-TREATED WOOD |
| | SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS THAT |
| | FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, |
| | PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES |
| | WHEN THOSE MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT |
| | ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR |
| | OTHER COVERING THAT WOULD PREVENT MOISTURE OR WATER |
| | ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN |
| | MEMBERS. |
| | |
| | 18) 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. |
| | |
| | 19) FBC-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. VENTILATION OPENINGS SHALL HAVE A |
| | LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM AND 1/4 |
| | INCH (6.4 MM) MAXIMUM. VENTILATION OPENINGS HAVING A |
| | LEAST DIMENSION LARGER THAN 1/4 INCH (6.4 MM) SHALL BE |
| | PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, |
| | HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS |
| | HAVING A LEAST DIMENSION OF 1/16 INCH (1.6 MM) MINIMUM |
| | AND 1/4 INCH (6.4 MM) MAXIMUM. OPENINGS IN ROOF FRAMING |
| | MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION |
| | R802.7. |
| | EXCEPTION: ATTIC SPACES, DESIGNED BY A PROFESSIONAL |
| | ENGINEER OR ARCHITECT LICENSED TO PRACTICE IN THE |
| | STATE, DESIGNED TO ELIMINATE THE ATTIC VENTING. |
| | |
| | 20) FBC-R - M1305.1.3 APPLIANCES IN ATTICS. |
| | ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN |
| | OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE |
| | ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT |
| | NOT LESS THAN 30 INCHES (762 MM) HIGH AND 22 INCHES |
| | (559 MM) WIDE AND NOT MORE THAN 6 FEET (1829 MM) LONG |
| | MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM |
| | THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE |
| | CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 |
| | NOT LESS THAN 24 INCHES (610 MM) WIDE. A LEVEL SERVICE |
| | SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES |
| | (762 MM) WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE |
| | APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS |
| | OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY |
| | 30 INCHES (508 MM BY 762 MM), AND LARGE ENOUGH TO ALLOW |
| | REMOVAL OF THE LARGEST APPLIANCE. |
| | |
| | 21) FBC-R - M1305.1.3.1 ELECTRICAL REQUIREMENTS. |
| | A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE |
| | REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET |
| | SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN |
| | ACCORDANCE WITH CHAPTER 34. |
| | |
| | 22) 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. SPECIFICALLY, PROVIDE ROOFING, |
| | WINDOW, AND DOOR SUBMITTALS. |
| | |
| | 23) PRODUCT APPROVALS WERE SUBMITTED FOR A NON-IMPACT |
| | RATED FRENCH DOOR. IMPACT PROTECTION OF GLAZED OPENINGS |
| | IS REQUIRED BY FBC-R301.2.1.2. SUBMIT TWO COPIES OF THE |
| | PRODUCT APPROVALS FOR THE STORM PANELS AND TWO COPIES |
| | OF AN INSTALLATION SCHEDULE AND KEY PLAN FOR THE STORM |
| | PANELS. SPECIFY THE OPENING SIZE, THE WIND PRESSURES, |
| | TYPE OF ANCHOR, ANCHOR SPACING, EDGE DISTANCE, PANEL |
| | LENGTH, PANEL SPAN, SEPARATION DISTANCE FROM PANEL TO |
| | GLASS AND THE APPLICABLE SECTION NUMBER FROM THE |
| | INSTALLATION DRAWINGS. I HAVE INCLUDED A LINK TO THE |
| | CONSTRUCTION SERVICES DEPARTMENT SITE THAT HAS MANY OF |
| | THE RELATED FORMS INCLUDING |
| | THE SCHEDULE FOR INSTALLATION OF OPENING PROTECTIVE |
| | DEVICES. |
| | HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/ |
| | |
| | 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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