| 2009-09-01 14:36:31 | BUILDING PLAN REVIEW |
| | PERMIT: 09080239 |
| | ADD: 5423 LAKE AVENUE |
| | CONT: R. O. VIAMONTE CONSTRUCTION CO. |
| | TEL: (561)523-0244 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | SEPTEMBER 01,2009 |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) I SHEET A1 INDICATES TYPE IV CONSTRUCTION (HEAVY |
| | TIMBER) SCOPE OF WORK NOTE # 3 INDICATES TO PROVIDE NEW |
| | TRUSSES OVER EXISTING BUILDING. NOTE PLEASE SEE SECTION |
| | 602.4 THE INTERIOR BUILDING ELEMENTS ARE TO SOLID OR |
| | LAMINATED WOOD WITHOUT CONCEALED SPACES. SHEET A-3 |
| | TRUSS PROFILE DOES INDICATE CONCEALED SPACE PLEASE |
| | RE-DEFINE BUILDING TYPE OF CONSTRUCTION. |
| | |
| | 2) SHEET A-1 ALSO FAILS TO DECLARE TYPE OF ASSEMBLY |
| | OCCUPANCY 303.1, TABLE 503 AS FAR AS AREA AND ALLOWABLE |
| | STORY HEIGHT.. |
| | |
| | 3) IS THE BUILDING FIRE SPRINKLERED, THE EXISTING |
| | BUILDING DOES HAVE A 2 STORY PORTION AND IN RE-DEFINING |
| | THE MINIMUM BUILDING TYPE THE FIRE SPRINKLERS WILL ADD |
| | ANOTHER STORY 504.2 AND TABLE 503. |
| | |
| | 4) THE ELEVATION SHEETS INDICATE APPROXIMATELY 50% OF |
| | THE WINDOWS BEING REMOVED BUT NO INFORMATION AS TO HOW |
| | THEY WILL TIE BACK INTO THE EXISTING WALL. 106.1.2 |
| | ADDITIONAL INFORMATION REQUIRED, |
| | 1609.6 & 2109.7.2.3 & 2109.7.2.5. |
| | |
| | 5) SHEET D-1 INDICATES THE 2 STORY PORTION OF THE |
| | BUILDING HAS A FLAT ROOF, BUT SHEET A-3 HAS NO TRUSS |
| | PROFILE FOR THIS PORTION, IS THERE A PARAPET AROUND |
| | THIS PORTION OF THE BUILDING? |
| | |
| | 6) BOTH SHEETS A-1 AND A-2 INDICATE NEW GABLE ENDS BUT |
| | THERE IS NO INFORMATION AS THE NEW GABLE WALL |
| | CONSTRUCTION ON THE CBS PORTION OF THE BUILDING. |
| | CONCRETE. 1918.3.1 GENERAL. GABLE END WALLS SHALL BE |
| | STRUCTURALLY CONTINUOUS BETWEEN POINTS OF LATERAL |
| | SUPPORT. |
| | MASONRY. 2115.1.1 GENERAL. GABLE END WALLS SHALL BE |
| | STRUCTURALLY CONTINUOUS BETWEEN POINTS OF LATERAL |
| | SUPPORT. |
| | STEEL STUD2115.1.1 GENERAL. GABLE END WALLS SHALL BE |
| | STRUCTURALLY CONTINUOUS BETWEEN POINTS OF LATERAL |
| | SUPPORT. |
| | WOOD STUDS2304.3.4.1 GENERAL. GABLE END WALLS SHALL BE |
| | STRUCTURALLY CONTINUOUS BETWEEN POINTS OF LATERAL |
| | SUPPORT. |
| | PLEASE PROVIDE A CUT SECTION THROUGH THIS WALL |
| | PROVIDING THE WALL CONSTRUCTION, TYPE OF ANCHORS AND |
| | COMPONENTS. |
| | |
| | 7) THE TWO STORY SECTION OF THIS CBS BUILDING WITH A |
| | NEW SLOPED ROOF CREATING ATTIC SPACE. 1209.2 ATTIC |
| | SPACES. AN OPENING NOT LESS THAN 20 INCHES BY 30 INCHES |
| | (559 MM BY 762 MM) SHALL BE PROVIDED TO ANY ATTIC AREA |
| | HAVING A CLEAR HEIGHT OF OVER 30 INCHES (762 MM). A |
| | 30-INCH (762 MM) MINIMUM CLEAR HEADROOM IN THE ATTIC |
| | SPACE SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. |
| | |
| | 8) IN BOTH AREAS THE NEW 2 STORY PORTION AS WELL AS THE |
| | LARGER NEW SLOPED ROOF WILL NEED TO INDICATE : |
| | 1203.2 ATTIC SPACES. |
| | ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE |
| | CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF |
| | FRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH |
| | SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED |
| | AGAINST THE ENTRANCE OF RAIN. BLOCKING AND BRIDGING |
| | SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE |
| | MOVEMENT OF AIR. A MINIMUM OF 1 INCH (25 MM) OF |
| | AIRSPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND |
| | THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL |
| | NOT BE LESS THAN 1 / 150 OF THE AREA OF THE SPACE |
| | VENTILATED, WITH 50 PERCENT OF THE REQUIRED VENTILATING |
| | AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER |
| | PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET |
| | (914 MM) ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE |
| | OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE |
| | VENTS. |
| | |
| | 9) THE NEW OVERHANG OR COVERED WALKWAY DOES NOT |
| | INDICATE THE TYPE OF FINISH THAT WILL BE APPLIED TO THE |
| | UNDER SIDE OF THE BOTTOM CHORD OF THE HORIZONTAL |
| | FRAMING MEMBER OF THE TRUSS. PLEASE PROVIDE ADDITIONAL |
| | INFORMATION AS WELL AS TYPE OF EAVE VENTS THAT WILL BE |
| | USED. ADDITIONAL INFORMATION REQUIRED. 1203.2/ 106.1.2 |
| | & 1609.6. |
| | |
| | 10) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, |
| | PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING |
| | REPORTS ARE AS FOLLOWS: |
| | 10A) TRUSS ANCHORS |
| | |
| | 11) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITTING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | 12) STORM SHUTTERS PLEASE PROVIDE THE FOLLOWING |
| | INFORMATION ; PROVIDE STORM PANEL INFORMATION WITH |
| | INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC |
| | ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT |
| | GLAZING. FBC 1609.1.4. |
| | |
| | FL BLD CODE 2004 SECTION 106.3.3, |
| | 1609.1.4, 1714.5.1 & EXIST BUILD CODE 507.3. |
| | PROCEDURES: 1(B) A COMPLETE INSTALLATION SCHEDULE |
| | SUMMARIZING & IDENTIFYING OPENING SIZES, STORY HEIGHTS, |
| | UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR |
| | REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT |
| | TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT |
| | APPLICATION TO FACILITATE PLAN REVIEW AND PERMIT |
| | ISSUANCE. |
| | SEE EXAMPLE ATTACHED. |
| | |
| | 12) DISCREPANCIES SEE A2 VERSES A3 11/12 VERSES 12/12? |
| | |
| | A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
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| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| | LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| | REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| | THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| | THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
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